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OverBrook Farms Drainage Calcs Part 2
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I i is Hydratiow Plan View Project file: w040826aa072105.stm No. Lines: 3 Storr,_ Sewer Tabulation - Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev � Line ID coeff (1) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Up Dn Up Dn Up Dn Line (ft) lac) lac) (C) (min) (min) (in/hr) lets) (cfs) (ft/s) (in) (%) (ft) (k) (ft) (ft) (ft) (ft) 1 End 52.0 0.00 5.94 0,00 0.00 2.67 0.0 37.1 2.7 7.23 10.07 4.55 21 0.40 876.81 876.60 877.91 877.70 879.30 0.00 704-703 - 2 1 210,0 4.71 4.71 0.45 2.12 2.12 36.0 36.0 2.8 5.84 6.64 3.68 18 0.40 877.65 876.81 878.81 878.23 880.70 879.30 705-704 3 1 195.0 1.23 1.23 0.45 0.55 0.55 11.0 11.0 5.1 2.85 4.58 2.77 15 0.50 877.79 876.81 878.64 878.23 882.00 879.30 706-704 i i Project File: w04O826aaO72105.stm Number of lines: 3 Run Date: 07-21-2005 NOTES: Intensity = 34.421(Inlet time + 5.50) A 0.68; Return period = 10 Yrs. Hydra(Iow Storrs Sewers 2003' Line Inlet Dreg Inlet I Runoff Incr No. ID Area Time Inlet Coeff Q (ac) (min) (inlhr) (C) (CIS) 1 704 0.00 0.0 0.00 0.00 0,00 2 705 4.71 36.0 2.75 0.45 5484 3 706 1.23 11.0 5.15 0.45 2.85 Project File: w040826aaO72105,stm Number of lines: 3 Date: 07-21-2005 NOTES: Intensity = 34,42 / (Inlet time + 5450) ^ 0.68 --Return period = 10 Yrs. **At critical depth Line Inlet Drng Inlet i Runoff Incr No, ID Area Time Inlet Coeff Q (ac) (min) (inthr) (C) (cfs) 1 704 0,00 0.0 0.00 0.00 0,00 2 705 4,71 36.0 4.11 0,45 8.72 ' 3 706 1.23 11.0 6.99 0.45 3.87 - - - -- -- i Project File: w040826aa072105.stm Number of lines: 3 Date: 07-21-2005 I' NOTES: Intensity = 133.54 / (Inlet time + 18.80) ^ 0.87 -- Return period = 100 Yrs. ; ** At critical depth I �idfali i 1 II Project file: w040826bb072105stm No. Lines: 11 07-21-2005 I'I Hydra�low Slo lm Sewers 2003 Ston.� Sewer Tabulation - Page 1- Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGLEIev Grad I Rim Elev Line ID coeff (1) flow full Line To Incr Total In Total Inlet Syst Size Slope Up Dn Up Dn Up Dn r3 Line (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) - - 1 End 188.0 0.98 25.55 0.45 0.44 11.50 13.0 45.3 2.4 27,58 30.80 7.10 30 0.56 877.66 876.60 879.51 878.45 888.8S 0.00 708-707jA 2 1 29.0 0.29 24.57 0,45 0,1.3 11.06 22.0 45,2 2.4 26.56 29,50 6.50 30 0.52 877.81 877,66 879.73 879.62 888.86 888.83 709-708 al' 3 2 125.0 0.80 24.28 0.45 0.36 10.93 9.0 44.8 2.4 26.39 28,88 5.48 30 0.50 878.43 877,81 880.73 880.30 890.00 888.86 710-709 4 3 252.0 0.00 23.48 0,45 0.00 10.57 0.0 44,0 2.41 25.80 29,00 5.31 30 0.50 879.69 878.43 882.06 881,14 890.00 890.00 711-710 5 4 86.0 1.66 4.76 0.45 0.75 2.14 10.0 18.8 4.0 8,47 11,20 3.52 21 0.50 880.12 879.69 882.75 882,50 889.00 890.00 712-711 6 5 157.0 0.82 1.64 0.45 0.37 0,74 12.0 12.2 4.9 3,62 4.55 2.95 15 0.50 880.90 880.12 883.44 882,94 884.42 889.00 `716-712 7 6 28.0 0.82 0.82 0.45 0,37 0.37 12.0 12.0 4,9 1.82 2.52 2.32 12 0.50 881.04 880.90 883.53 883.46 884.42 884.42 717-716 8 4 160.0, 1.33 18.72 0.45 0.60 8.42 10.0 43.4 2.5 20.75 69.54 5.43 30 2,87 884.29 879.69 885.81 882.50 889.77 890.00 713-711 9 8 20.0 0.77 17.39 0.45 0.35 7.83 11,0 43.3 2.5 19.30 29,01 5.88 30 0.50 884.39 884.29 885.94 885.91 889.77 889.77 714-713 10 9 90.0 16,62 16.62 0.45 7.48 7.48 43,0 43,0 2.5 18.53 44.15 6.06 27 2,03 886,22 884.39 887,70 886.19 890.50 889.77 715-714 - 11 5 245,0 1.46 1.46 0.45 0.66 0,66 17.0 17.0 4.2 2,74 11.94 3.19 15 3,42 888.50 880,12 889.16 882.94 892.50 889.00 712A-712 s If Project File: w040826bb072105.stm Number of lines: 11 Run Date: 07 21 2605 t; NOTES: Intensity = 34.42 / (Inlet time + 5.50) A 0.68; Return period = 10 Yrs. Hytlfaflow Storm Sewers 2VU3 - 1 Inle`ll, Jat_ Page Line Inlet Orng Inlet i Runoff Incr No. ID Area Time Inlet Coeff Q ft (ac) (min) (in/hr) (C) (cfs) 1 708- # 3405 0.98 13.0 4.76 0.45 2.10 2 709 - # 3405 0.29 22.0 3.64 0.45 0.47 3 710 0.80 9.0 5.62 0.45 2.02 I' 4 711 0.00 0.0 0.00 0.45 0.00 5 712 1.66 10.0 5.37 0.45 4.01 6' as 6 716 - # 3405 0.82 12.0 4.94 0.45 1.82 7 717 - # 3405 0.82 12.0 4.94 0.45 1.82 8 713 -# 3405 1.33 10,0 5.37 0.45 3.21 9 714 - # 3405 0.77 11.0 5.15 0.45 1.78 10 715 16.62 43.0 2.48 0.45 18.53 11 712A 1.46 17.0 4.17 0.45 2.74 an i Project File: w040826bb072105.stm Number of lines: 11 Date: 07-21-2005 a NOTES: Intensity = 34.42 / (Inlet time + 5.50) ^ 0.68 -- Return period = 10 Yrs. ; ** At critical depth -�' Inlell.Jat- _. Page 1 : Line Inlet Drng Inlet 1 Runoff Incr No. ID Area Time Inlet Coeff Q - (ac) (min) (in/hr) (C) (cfs) - 1 708 - # 3405 0.98 13.0 6,60 0.45 2,91 F 2 709 - # 3405 0.29 22.0 5.32 0.45 0,69 . s 3 710 0.80 9.0 7,42 0.45 2.67 4 711 0.00 0.0 0.00 0.45 0.00 - z 5 712 1.66 10.0 7,20 0.45 5.38 6 716 -# 3405 0.82 12,0 6.79 0.45 2.50 7 717 -# 3405 0.82 12.0 6,79 0.45 2,50 ✓(, yam' � �^' .3 8 713-#3405 1,33 10.0 7.20 0,45 4.31 9 714 - # 3405 0.77 11.0 6.99 0.45 2.42 �9 10 715 16.62 43.0 3.71 0.45 27.71 11 712A 1.46 17.0 5.96 0.45 3.91 91 jl I Project File: w040826bb072105.stm Number of lines: 11 Date: 07-21-2005 NOTES: Intensity = 133.54 / (Inlet time 18.80) A 0.87 -- Return period = 100 Yrs. ; ** At critical depthI Hydrallow Storm Sewers Hydraflow Plan View Outfall Project file: w040826cc062105.stm No. Lines: 6 >w norm sewers Sto► __, Sewer Tabulation Station Len Orng Area Rnoff Area x C Tc Rain Total Cap Val Pipe Invert Elev HGL Elev Grad I Rini Elev Line ID r i coeff (1) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Up Dn Up Dn TpDuLine(ft) (ac) (ac) (C) (min) (min) (inlhr) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) 1 End 185.0 0.48 3.51 0.45 0,22 1.58 7A 18.0 4.0 6,39 9.51 6,01 15 2,17 879,71 876,70 880.72 876,71 884,22 0.00 721-720 L't le 2 1 28.0 0.57 3,03 0,45 0.26 1,36 8.0 17,9 4.1 5.54 6,46 5.21 15 1,00 879.99 879.71 880,93 880.81 884.22 884,22 -722721 I ` 3 2 108.0 0.00 2,46 0.45 0.00 1,11 0.0 17A 4.1 4.56 4,57 3.71 15 0.60 880.53 879.99 881,88 881.34 888.10 884,22 723-722 § 4 3 141.0 0.94 2.46 0.45 0.42 1.11 6.0 16.8 4.2 4.64 4, J58 3.78 15 0.50 881.24 880.53 882.77 882.04 886.03 888.10 724'723 ap 5 4 35.0 1.36 1,52 0,45 0.61 0.68 15,0 16.7 4.2 2.88 3.56 3,67 12 1,00 881,59 881.24 883,17 882.94 886.03 886,03 726-724 6 5 41.0 0.16 0,16 0,45 0.07 0,07 15.0 15.0 4A 0.32 3.56 0.41 12 1.00 882,00 881.59 883.38 883,38 886,03 886,03 726-725 �i ,gl: .k:!.... t�. P t. Project File: w04O826ccO62105.stm Number of lines: 6 Run Dale: 06 30 2006� j. NOTES: Intensity = 34.42 / (Inlet time + 5.50) ^ 0.68; Return period = 10 Yrs. HytlraOow Sewers 200Aa; ' 0: Line No. Inlet ID Drug Area (ac) Inlet Time (min) i Inlet (in/hr) Runoff Coeff (C) Incr,i. Q (cfs) 1 721 -# 3501 0.48 7A 6.21 0,45 1,34 2 722 - # 3501 0.57 8.0 6,89 0.45 1.51 3 723 0,00 0.0 0.00 0,45 0.00 - t 4 724 - # 3501 0.94 6.0 6.57 0.45 2.78 5 725 - # 3501 1.36 15.0 4.44 0.45 2,72 6 726 -# 3501 0,16 15.0 4,44 0.45 0.32 F AV #d �Y v� .i Project File: w040826cc062105.stm Number of lines: 6 Date; 06-30-2005 NOTES; Intensity = 34.42 / (Inlet time + 5.50) ^ 0.88 -- Return period = 10 Yrs. ; ** At critical depth Hytlraflow Storm Sawerg 200 j' Line Inlet Drng Inlet I Runoff Incr - No. ID Area Time Inlet Coeff Q (ac) (min) (in/hr) (C) (cfs) 1 721-#3501 0.48 7A 7.92 0,45 1,71 2 722 - # 3501 0.57 8.0 7.66 0.45 1.96 3 723 0.00 0.0 0.00 0.45 0.00 4 724-#3501 0.94 6.0 8.19 0.45 3.47 ...._ .. 5 725 - # 3501 1.36 15.0 6.26 0.45 3.83 4, 6 726 - # 3501 0.16 15.0 6.26 0.45 0.45 ,.gi �a I i A... I Project File: w040826cc062105.stm Number of lines: 6 Date: 06-30-2005 , 3' NOTES: Intensity = 133.54 / (Inlet time + 18.80) A 0.87 -- Return period = 100 Yrs. ; ** At critical depth I/erallow Storm Sewers a j � i - i -� � j h h j � � ii Hydratiow Plan View 2 5 6 Project file: w040826dd072105.stm I No. Lines: 8 107-21-2005 '� I' HydreAow Slor�m Sewers 2003'.-. Storr; _3ewer Tabulation Station Len Drag Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line ID rg coeff (1) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Up Dn Up Dn Up Dn x O Line (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) - (ft) ,y 0.0 33.2 2.9 10.40 15,99 6,42 24 0.50 876.02 875.70 877.19 876,88 880,00 0.00 780-779 19 1 End 64.0 0.00 8,00 0.00 0.00 3.60 3.60 8.0 32.9 2.9 10,45 15.91 6.43 18 2,29 878.20 8+76.02 879.43 877,40 882.65 880,00 781-780 2 1 95.0 0,16 8.00 0.45 0.07. 32.8 2.9 %26 15.75 6.40 18 2.25 878,83 878,20 880.05 879.64 882,65 882.65 782-781 -. 3 2 28.0 0.16 7.84 0.45 0,07 3.53 7.0 0.00 3.46 0.0 32.7 2.9 10,06 9.71 8.20 15 226 879,44 878.83 881,02 880,36 884.00 882.65 783-782 4 3 27.0 0.00- 7.68 0.00 0.45 OM 11.0 21.0 3.7 3.34 5.28 4.68 12 2.20 883.13 879,44 883,91 881,90 887.92 884.00 785-783 J. 5 4 168.0 0.99 1.99 0.45 0.45 0.45 11.0 20.8 3,7 1.69 3.56 2,83 12 1.00 883.52 883.13 884.11 884,09, 887.92 887.92 786-785 6 5 39.0 0,99 1.00 0.45 i 0.00 5.0 5.0 7.0 0.03 3.56 0.08 12 1.00 883.90 883.52 884.30 884.30 887.92 887.92 787-786 7 6 38.0 0.01 0.01 0.45 0.00 2.56 31.0 31.0 3,0 7.69 10.50 5,06 18 1.00 884.00 879.44 885,06 881.90 888.09 884.00 784-783 ' 8 4 456.0 5.69 5.69 0.45 2.56 j J. nWA s: Project File: w040826dd072105.s1m _ Number of lines: 8 Run Date: 07 21 2005 NOTES: Intensity = 34.42 / (Inlet time + 5.50) ^ 0.68: Return period = 10 Yrs. NydraOOW Storm Sewers 200�1,1 -, Line Inlet Drng Inlet i Runoff Incr No. ID Area Time inlet Coeff Q (ac) (min) (inlhr) (C) (cfs) 1 780 0.00 0.0 0.00 0.00 0.00 2 781 0.16 8.0 5.89 0.45 0.42 { 3 782 - # 3501 0,16 7.0 6.21 0,45 0.45 4 783 - # 3501 0.00 0.0 0.00 0.00 0.00 5 785 -# 3501 0,99 11,0 5.15 0.45 2.29 6 786 - # 3501 0.99 11 A 5.15 0.45 2.29 7 787 - # 3501 0.01 5.0 6.99 0.45 0.03 8 784 5,69 31.0 3.00 0.45 7.69 j Project File: w040826dd072105.stm Number of lines: 8 Date: 07-21-2005 NOTES: Intensity = 34.421(Inlet time + 5.50) ^ 0.68 --,Return period = 10 Yrs. ; ** At critical depth Fiytlra(Iow Storm s r52 B r ?f Page _ Line Inlet Drng In i Runoff Incr 4 No. ID Area Time Inlet Coeff Q (ac) (min) (in/hr) (C) (cfs) 1 780 0.00 0.0 0.00 0.00 0.00 2 781 0,16 8.0 7,66 0.45 0.55 3 782 - # 35p1 0.16 7.0 7.92 0.45- 0.57 u 4 783 - # 3501 0.00 0.0 0.00 0.00 0.00 3.11 P 5 785-#3501 0.99 11.0 6.99 0.45 6 786 # 3501 0.99 11.0 6,99 0.45 3.11 7 j =- -:7 - v� {= 7 787 - # 3501 0.01 5.0 8.49 0.45 0.04 8 784 5.69 31.0 4.47 0.45 11.45 - t E' r n ��t ;: y, w Project File: w040826dd072105.stm Number of lines: 8 Date: 07-21-2005 k ti NOTES: Intensity = 133.54 / (Inlet time + 18.80) ^ 0.87 -- Return period = 100 Yrs. ; "At critical depth nyer. now storm sewers Hydratiow Plan View Project file: w040826ee062105.stm No. Lines: 3 07-01-2005 Hydmflow SlorIm sewers �='.ii ', Stori._ Sewer Tabulation Page � �: Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line ID ' coeff (I) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Up Dn Up Dn Up Dn ��r� Line _. (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ftls) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) 1 End 195.0 0.00 1.79 0.00 0.00 0.81 0.0 t3.1 4.7 3.82 4.55 4.15 15 0.50 890.97 890.00 891.85 890.88 901.00 0.00 %33-732 � 2 1 217.0 0.83 1.79 0.45 0.37 0.81 12.0 12.0 4.9 3.98 4.56 3.83 15 0.50 892.05 890.97 892.94 892.11 895.47 901.00 %34-733 �-,_ I 3 2 28.0 0.96 0.96 0.45 0.43 0.43 11.0 11.0 5.1 2.22 2.52 2.83 12 - 0.50 892.19 892.05 893.33 893.22 895.47 895.47 735-734 �: I. �` r �� j � �. i `�,, �> Project File: w040826ee062105stm � Number of lines: 3 Run Date: 07 01 2005 � t i i NOTES: Intensity = 34.42 / (Inlet time + 5.50) ^ 0.68; Return pedod = 10 Yrs. � � i �° nyarenow storm s zop a ,. 'i .)i;,.. <� 1 � 2 � > |n|e 0a � ;� � ym °-1 � ; ©�! � 5 � l � l ;� l � 2 m2 � 2 � l « 1 5 � w � _ m _,_ _, m m, mmc ,tea_ _ , � . A , i � � �f{ � � � � \ ƒ �� � 22 , m � « o o .� � � � \ ƒ . ! m a� o ,a � � ,a \ . �. \ , m a� o v: e, � � � . \ � < \ � \ \� \ . � � :� K � � � � � \\\ . � � . � \ ){ . . . � . :� / � � � <� t . . .� r � [ . � � \ƒ � � � �� \ � � \ � \ � � , �� } . . � : . _ . � � : � ~ � � � \ � � �� . . � � � _w,� a � _:o,—,\\ ��� ma_��_e�m � . y \\ ���� �m_w=�sc._.�e�-_,�»s�\®+_mom, . � � �� \ \, ��\ ge�'-' �' E � r _u i,, � � � _ r I Pa Inle'� _fat Line Inlet Drng Inlet I Runoff Incr '.. No. ID Area Time Inlet Coeff Q - � f I �' (ac) (min) (inlhr) (C) (cfs) � 1 733 0.00 0,0 0.00 0.00 0.00 - i 6 2 734 - # 3501 0.83 12.0 6.79 0.45 2.54 � � � � '. 3 735-#3501 0.96 11.0 6.99 0.45 3.02 ' sue" i � - -- _ _-. � ' �. �.f�i-_�� �.0.-... __.___��� .�� __._.. _ _ ,.. „F` g' , ; `i: :: l '� �I.: �r ��.: e� �5 �ii I- F ! a: I: Number of lines: 3 Date: 07-01-2005 i I� �, Project File: w040826ee062105stm i.; NOTES: Intensity = 133.54 / (Inlet time + 18.80) ^ 0.87 -- Return period = 100 Yrs. ; " At critical depth `` �: 1 i. Hyd Ilow 9t',orm 3 e s 2��' j .li.';: 1 � o i j � — I _ � R� ?� � � � i — Hydratlow Plan View Project file: w040826ff072105.stm No. Lines: 31 `'' I 07-21-2005 eyaranow sm�m sewers ' ( i„ f F [ ) Storr,_ Sewer Tabulation � Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel - Pipe Invert Elev HGL Elev Grnd! Rim Elev Line ID _ coeft (1) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Up - Dn Up Dn Up- Dn Line (ft) (ac) (ac) (C) (min) (min) (inlhr) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) ` 1 End 195.0 0.00 27.38 0.00 0,00 12.32 0.0 20.3 3.8 46.80 94.68 8.50 36 2.02 893.93 890.00 896.11 892.15 904.00 0.00 7�if1-747 2 1 197.0 0.00 25.21 0.00 0.00 11,34 0.0 19.7 3.9 43.79 47.28 6.20 36 0.50 894.92 893.93 898.08 89Z23 905.50 904.00 7A9-7A8 , 3 2 100,0 1.72 25.21 0.45 0.77 11.34 14.0 19.4 3.9 44.15 47.16 6.25 36 0.50 895.42 894.92 899.12 898.68 906.00 905.50 750-749 4 3 285.0 0.00 23.49 0.00 0.00 10.57 0.0 18.5 4.0 42.16 47.24 5.97 36 0.50 896.85 895.42 900.53 899.39 909.30 906.00 751-750 , 5 4 168.0 1.51 23.49 0.45 0.68 10.57 9.0 18.0 4.0 42.78 47.16 - 6.05 36 0.50 897.69 �896.85 901.31 900.62 909.00 909.30 75'L-751 6 5 290.0 0,19 14.90 0.45 0.09 6.71 5.0 17.1 4.2 27.87 29.00 5.68 30 0.50 899.14 897.69 903.22 901.88 909.00 909.00 753-752 _ 7 6 151.0 0.00 10,38 0.00 0.00 4.67 0.0 16.6 4.2 19.74 21.97 4.96 27 0,50 899.90 899.14 904.33 903.72 910.00 909.00 7fi4-753 8 7 354.0 0.59 7.33 0.45 0.27 3.30 6.0 15.2 4.4 14.53 15.90 4.63 24 0.49 901.65 899.90 906.18 904.71 910.90 910.00 755-754 L€ 9 8 38.0 0.59 6.09 0.45 0,27 2.74 5.0 15.1 4.4 12.14 63.87 3.92 24 7.97 904.68 901.65 906.55 906.46 910.90 910.90 75fi-755 �` 90 9 199.0 0.91� 5.50 0.45 0.41 2.48 12.0 14.1 4.6 11.31 15.95 4.19 24 0.$0 905.67 904.68 907.08 906.66 910.50 �910.90 767-756 �. 11 10 164.0 0.37 4.59 0.45� 0.17 2.07 8.0 13.3 4.7 9.74 15.99 4.56 24 0.50 906,49 905.67 907.60 907.24 911.25 910.50 758-757 12 11 71.0 0.37 2.15 0.45 0.17 0.97 6.0 12.8 4.8 4.64 7.48 2.72 18 0.51 906:85 906.49 908.18 908.06 911.25 911.25 7t31-758 rig 13 12 155.0 1.78 1.78 0.45 0.80 0.80 12,0 12.0 4.9 3.96 5.06 3.54 15 0,61 907.80 906.85 908.77 908.23 0.00 911.25 762-761 � `� 14 1 26.0 0.47 2.17 0.45 0.21 0.98 8.0 8.3 5.8 5.68 9.75 7.23 12 7.50 895.88 893.93 897.90 � 897.23 904.01 904.00 7/6-748 �g 15 14 42.0 0.73 0.73 0.45 0.33 0.33 8,0 8.0 5.9 1.94 9.75 3.24 12 7.50 899.03 895.88 899.62 898.71 904.01 904.01 77,7-776 �� s 16 14 41.0 0.97 0.97 0.45 0.44 0.44 8.0 8.0 5.9 2.57 9.74 3,90 12 7.49 898.95 895.88 899.63 898.71 904.01 904.01 778-776 17 5 150,0 0.00 1.44 0.45 0.00 0.65 0.0 11.5 5.0 3,27 11.84 3.55 15 3.36 902.73 897.69 903.45 901.88 910.00 909.00 TL3-752 �� 18 17 120.0 0.00 1.44 0.45 0.00 0,65 0,0 10.8 5.2 3.36 4.57 3.79 15 0.50 903.33 902.73 904.10 903.68 909.00 910.00 774-773 ;� 19 18 133.0 1.44 1.44 0.45 0.65 0.65 10.0 10.0 5.4 3.48 4.58 4.00 15 0.50 904.00 903.33 904.78 904.23 909.00 909.00 776-774 i 20 5 257.0 0.00 5.64 0.45 0.00 2.54 0.0 15.2 4.4 11.21 31.80 4.67 24 1.98 902.77 897.69 903.96 901.88 908,00 909.00 768-752 �' 21 20 49.0 1.02 5.64 0.45 0.46 2.54 8.0 14.9 4.5 11.29 16.16 3.60 24 0.51 902.12 901.87 904.47 904.35 907.38 908.00 769-768 '� `s a : Project File: w040826ff072105stm Number of lines: 31 Run Date: 07-21 2005 �.�� �� �i NOTES: Intensity = 34.42 / (Inlet time + 5.50) ^ 0.68; Return period = 10 Yrs. � Hydrafiow 31orm S l 2003 � �, ��"; ,y I_ �: "Story '' �,_ Sewer Tabuliation :� Page Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd /Rim Elev ., Line ID Station -Len Drng Area Rnoff Area x C - Size Slope Up Dn Up Dn- Up Dn coeff (I) flow full �� Line To Incr Total Incr Total Inlet Syst Line (ft) (ac) (ac) (C) (min) (min) (inlhr) (cfs) (cfs) (ftls) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) � � ,-; r ;!; 15.99 2.96 24 0.50 902.26 902.12 904.67 904.62 907.38 907.38 770-769 ��', 22 21 28.0 1.54 4.62 0.45 0.69 2.08 8.0 14.8 4.5 9.30 4.6 6.37 7.43 3.60 18 0.50 903.10 902.26 905.30 904.69 908.00 907.38 7%1-770 )' 23 22 168.0 �1.35 3,08 0,45 0.61 1.39 14.0 14.0 3.85 6.10 3.14 15 0,89 904.75 903.10 906.16 905.51 906.60 908.00 /72-771 ,,� 24 23 185.0 1.73 1.73 0.45 0.78 0.78 12.0 12.0 4.9 �I. � 11.18 7.05 15 3,00 904.51 899.14 906.93 903.72 909.00 909.00 %67-763 � 25 6 179.0 4.33 4.33 0.45 1.95 1.95 15.0 15.0 4.4 8.65 5.1 7.03 7.96 8.95 12 5.00 900.60 899.90 905.26 904.71 909.50 910.00 %64-754 �' 26 7 14.0 0.86 3.05 0.45 0.39 1.37 9.0 11.1 L �� 5.07 7.96 6.46 12 5.00 902.65 900.60 907.15 906.32 909.50 909.50 765-764 j_ 27 26 41.0 1.12 2.19 0.45 0.50 0.99 11.0 11.0 5.1 2.58 7.96 3.29 12 5,00 904.75 902.65 908.02 907.80 909.50 909.50 IG6-765 j �� 28 27 42.0 1.07 1.07 0.45 0.48 0.48 10.0 10.0 5.4 - 1.64 11.26 2.09 12 10.00 905.55 901.65 906.54 906.46 910.90 910.90 7fi3-755 29 8 39.0 0.65 0.65 0.45 0.29 029 9.0 9.0 5.6 �{,�, 4.61 4.57 3.75 15 0.50 907.28 906.49 908.86 908.06 912.4D 911.25 759-758 (l 30 11 158.0 0.75 2.07 0.45 0.34 0.93 12.0 12.0 4.9 4.57 2.49 15 0.50 907.69 907.28 909.21 909.03 910.00 912.40 760-759 F 31 30 82.0 1.32 1.32 0.45 0.59 0.59 11.0 11.0 5.1 3.06 �yll �. a ��� - I; �;; �g , �; � }r{ �� r.' ��` i I I, a I, I �' �i c � Number of Ilnes: 31 Run Date: 07 21-2005 � �': Project File: w040826ff072105stm NOTES: Intensity = 34.42 / (Inlet time + 5.50) ^ 0,68; Return period = 10 Yrs. � H�a�enow sio'rm sewers 2oii ., I Inlet Jat I I _ i _ � @ a ( �, k I � F i � d ���. Pa9e,,.�j `}. �', � c:' Line Inlet Drng Inlet i Runoff Incr No. ID Area Time Inlet Coeff Q x�r j F (ac) (min) (inlhr) (C) (efs) 1 (, _ _ - "�, �, 1 748 0.00 0.0 0.00 0 00 0.00 2 7449 0.00 ' 0.0 0.00 0.00 0.00 „i 3 750 1.72 14.0 4.59 0.45 3.56 4 751 0.00 0.0 0.00 0.00 0.00 ` i . I. 5 752 1.51 9.0 5.62 0.45 3.82 6 753 0.19 5.0 6.99 0.45 0.60 r fa` 7 764 0.00 0,0 0.00 0.00 0.00 8 755 0.59 fi.0 6.57 0.45 1.74 -��, 9 756 -# 3501 0.59 5.0 6.99 0.45 1.86 .(� �,�y'l 10 757 0.91 12.0 4.94 0.45 2,02 - �.�" 11 758 -# 3501 0.37 8.0 5.89 0.45 0.98 z 12 761 - # 3501 0.37 6.0 6.57 0.45 1.09 a 13 762 1.78 12,0 4.94 0.45 3.96 "„ I j. 14 776 - # 3501 0.47 8.0 5.89 0.45 1.25 i � 15 777 -# 3501 0.73 8.0 5.89 0.45 1.94 ' it j( 16 778 - # 3501 0,97 8.0 5.89 0.45 2.57 �' " 'i�il � ' .. ��. 17 773 0.00 0.0 0.00 0.45 0.00 I "; � ; 18 774 0.00 0.0 0.00 0.45 0.00 19 775 1.44 10,0 5.37 0.45 3.48 j j� 20 768 0.00 0.0 0.00 0.45 0.00 21 769 - # 3501 1.02 8.0 5.89 0.45 2.71 � rl. s' r Project Flle: w040826ff072105stm Number of lines: 31 Date: 07-21-2005 i � �I �) i �i NOTES: Intensity=34.42 / (Inlet time + 5,50) ^ 0.68 -- Return period = 10 Yrs. ; '" At critical depth Hytl(aIIOW JlOrfll SeWerS � a � ( � i _ v i, � j i ( _ j --I B Inle�� Jat Line Inlet Drng Inlet i Runoff Incr - - No. ID Area Time Inlet Coeff Q ,' j: (ac) (min) (in/hr) (C) (cfs) 22 770 - # 3501 1.54 8.0 5.89 0.45 4.09 23 771 1.35 14.0 4.59 0.45 2.79 24 772 1.73 12.0 4.94 0.45 3.85 25 767 4.33 15.0 4.44 0,45 8.65 � j 26 764 - # 3501 0.86 9.0 5.62 0.45 2.17 27 765 - # 3501 1.12 11.0 5.15 0.45 2.59 28 766 - # 3501 1.07 10.0 5.37 0.45 2.58 29 763 - # 3501 0.65 9.0 5.62 0.45 1.64 30 759 0.75 12.0 4.94 0.45 1.67 31 760 1.32 11.0 5.15 0.45 3.06 M Project Flle: w040826ff072105.stm NOTES: Intensity = 34.42 / (Inlet time + 5,50) ^ 0.68 -- Return period = 10 Yrs. ;' '* At critical depth Numher of lines: 31 Date: 07-21-2005 storm Line Inlet Drng Inlet i Runoff Incr No. ID Area Time Inlet Coeff Q � (ac) (min) (inlhr) (C) (cfs) � �� 1 748 0.00 0.0 0.00 �0.00 0.00 - 2 7449 0.00 0.0 0.00 0.00 0.00 3 750 1.72 14.0 6.43 0.45 4.97 4 751 0.00 0.0 0,00 0.00 0.00 _ 5 752 1.51 9.0 7.42 0.45 5.04 ' 6 753 0.19 5.0 8.49 0.45 0.73 7 764 0.00 0.0 0.00 0.00 0.00 8 755 0.59 6.0 8.19 0.45 2.18 9 756 - # 3501 0.59 5.0 8.49 0.45 2.25 10 757 0.91 12.0 6.79 0.45 2.78 11 758 - # 3501 0;37 8.0 7.66 0.45 1.28 '�. 12 761 - # 3501 0,37 6.0 8.19 0.45 1.36 13 762 1.78 12.0 6.79 0.45 5.44 14 776 - # 3501 0,47 8.0 7.66 0.45 1.62 15 777 - # 3501 � 0,73 8.0 7.66 0.45 2.52 16 778 - # 3501 0.97 8.0 7.66 0.45 3.34 --- , ��, �.� �1 :.. \`v'�"�. �- �. � .:: " � _1,.C'�t-.� . _ I' 17 773 0.00 0.0 0.00 0.45 0.00 '. 18 774 0.00 0.0 0.00 0,45 0.00 _ '�. 19 775 1.44 10.0 7.20 0.45 4.66 20 768 0.00 0.0 0.00 0.45 0.00 , 21 769 -# 3501 1.02 8.0 7.66 0.45 3.52 Project File: w040826ff072105.stm Number of lines: 31 Date: 07-21-2005 �. j III NOTES: Intensity = 133.54 / (Inlet time + 18.80) ^ 0.87 -- Return period = 100 Yrs. ; '" At critical depth � i ' Hytlra00W Siorm Sewers 2003 1 f � ( f � � �. 'l - � h i i _ � _� i A � 1 'n�e�L _-J at _. Page 2 Line Inlet Drng Inlet i Runoff Incr �I No. ID Area Time Inlet Coeff Q � i II (ac) (min) (inlhr) (C) (cfs) - �,. 22 770-#3501 1.54 8.0 7.66 0.45 5.31 -����� jy � � ���". �t�.3W�� I t��-1-. -�- - 23 771 1.35 14.0 6.43 0.45 3.90 24 772 1.73 12.0 6.79 0.45 5.28 25 767 4.33 15.0 6.26 0.45 12.20 26 764 - # 3501 0.86 9.0 7.42 0.45 2.87 � ,��/], r ��- 27 765 - # 3501 1.12 11.0 6.99 0.45 3.52 �- -- - - - 28 766-# 3501 1.07 10.0 7.20 0.45 3.46 - 1 ,,� ,�✓'� r - �� (.(� ���t„y�"\ -`- +l� l'.; i-'::1� -_ 1- `� 1 �--+ 29 763 - # 3501 0.65 9.0 7.42 0.45 2,17 30 759 0.75 12.0 6.79 0.45 2.29 31 760 1.32 11.0 6.99 0.45 4.15 �' li i Protect File; w040826ff072105stm - Number of lines: 31 � Dater 07-21-2005 �. NOTES: Intensity = 133.54 / (Inlet time + 18,80) ^ 0.87 -- Return period = 100 Yrs. ; " At critical depth � i. � � ) � F Z Ston. Sewer Tabulafiion Slatlon Len Drng Area Rnoff Area x C Tc Rain Tolal Cap Vel Pipe Invert Elev HGL Elev 'Grnd 1 Rim Elev Line ID coeff (I) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Up IJn Up Dn Up Dn Llne (it) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ftls) (in) (%) (fl) {ft) (ft) (fl) (fl) (ft) 5.72 0.0 46.9 2.4 13.44 18.63 7.95 18 3.15 891.51 890.00 892,88 891.37 904.00 0.00 741-740 1 End 48.0 0,00 12.71 0.45 0.00 2 1 168.0 0.00 12.71 0.45 0.00 5.72 0.0 46.5 2.4 13.51 18.65 7.81 18 3.15 896.81 891.51 898.18 893.32 901.00. 904.00 742-7d1 0.74 9.0 9.2 5.6 4.11 4.36 5.23 12 �1.50 899.40 896.81 901.47 899,17 903.99 901.00 7447�2 3 2 173,0 0.26 1.64 0.45 0.12 0.46 0.46 9.0 9.0 5.6 2.58 4.36 3.28 12 1.50 900.00 899.40 902.04 901.83 903.99 903.99 745-744 4 3 40.0 1.02 1.02 0.45 0.45 4.98 4.98 46.0 46.0 2.4 11.85 8.44 6.70 18 0.65 898.20 896.81 901.91 899.17 903.99 901.00 743-7A2 5 2 215,0 11.07 11.07 0.16 5.g 5.0 7.0 1.13 4.42 1.44 12 1.54 900.00 � 899.40 901.87 901.83 903.99 903.99 746-744 6 3 39.0 0.36 0.36 0.45 -0.16 I, I, Project File: w040826gg072105stm � Number of lines: 6 Run Date: 07-21-21)05 ICI NOTES: Intensity = 34.42 / (Inlet time + 5.50) ^ 0.68; Return period = 10 Yrs. k Inle`. )at Line Inlet Drng Inlet I Runoff Incr No. ID Area Time Inlet Coeff (d _ � II (ac) (min) (inlhr) (C) (cfs) � 1 741 0.00 0.0 �0.00 0.45 0.00 2 742 0.00 0.0 0.00 0.45 0.00 3 744 - # 3501 0.26 9.0 5.62 0.45 0.66 ', 4 745 - # 3501 1.02 9,0 5.62 0,45 2.58 I, 5 743 11.07 46.0 2.38 0.45 11.85 ��, 6 746 - # 3501 0.36 5.0 6.99 0.45 1.13 ' �� i '�? Project File: w040826gg072105s1m - Number of lines: 6 Date: 07-21-2005 �', NOTES: Intensity = 34.42 ! (Inlet time + 5.50) ^ 0.68 --Return period =.10 Yrs. ; "' At critical depth � nvo�a 5ewe�� I Inle�� fat Page 1!' t ��'� Line Inlet Drng Inlet I Runoff ` Incr � '. '�. No. ID Area Time Inlet Coeff Q- '!'. (ac) (min) (in/hr) (C) (cfs) 1 748 0.00 0.0 0.00 �0.00 0.00 2 7449 0.00 0.0 0.00 0.00 0.00 _ 3 750 1.72 14.0 6.43 0.45 4.97 4 � 751 0.00 0.0 0.00 0.00 0.00 5 752 1.51 9.0 7.42 0.45 5.04 - 6 753 0.19 5.0 8.49 0.45 0.73 _ 7 764 0,00 0.0 0.00 0.00 0.00 . 8 755 0.59 6.0 8.19 0.45 2.18 9 756 - # 3501 0.59 5.0 8.49 0.45 2.25 ' ar 10 757 0.91 12.0 &79 0.46 2.78 -� I 11 758 - # 3501 0.37 8.0 7.66 0.45 1.28 '� i 12 761 - # 3501 0.37 6.0 8.19 0.45 1.36 ' 13 762 1.78 12.0 6.79 0.45 5.44 - - ��, .g�' i ' ".i. 14 776 - # 3501 0.47 8.0 7.66 0.45 1.62 -!''t' ! 15 777 - # 3501 � 0.73 8.0 - 7.66 0.45 2.52 ',��/j' � � - i �� �. � -- - -. - ��{4 � ' 16 778 - # 3501 0.97 8.0 7.66 0.45 3.34 -- _ f� J-l� ... \"'��'� ! ,, _ I� � 17 773 0.00 0.0 0.00 0.45 0.00 i'''. ' 18 774 0,00 0.0 0.00 0.45 0.00 � ' 19 775 1.44 10A 7.20 0.45 4.66 � � �' 1 20 768 0.00 0,0 0.00 0.45 0.00 j ���� i 21 769 - # 3501 1.02 8.0 7.66 0.45 3.52 � �l � �' Project File: w040826ff072105sfm Number of lines: 31 Date: 07-21-2005 � �' � ��' h/ �' NOTES: Intensity = 133.54 / (Inlet time + 18.80) ^ 0.87 -- Return period = 100 Yrs. ; " At critical depth �'. i HydrellPiv Slorm S 2003 � �� �. _ �� i Line Inlet Drng Inlet i Runoff Incr No. � ID Area Time Inlet Coeff Q ', �' ?I (ac) (min) (in/hr) (C) (cfs) � r I -� � - 22 770-#3501 1.54 8.0 7.66 0.45 5.31 -"" ,1` �, � (. .. a��il.-� - ��1 23 771 1.35 14.0 6.43 0.45 3.90 24 772 1.73 12.0 6.79 0.45 5.28 25 767 4.33 15.0 6.26 0.45 12.20 26 764 - # 3501 0.86 9.0 7.42 0.45 2.87 27 765-#3501 1.12 11.0 6.99 0.45 3.52 � -- - - -- � 28 766-#3501 1.07 10.0 7.20 0.45 3,46 `.�--'��t(� �y',,t �L-a'��- t""'\t�� --- '. 29 763 - # 3501 0.65 9.0 7.42 0,45 2.17 30 759 0.75 12.0 6.79 0.45 2.29 31 760 1.32 11.0 6.99 0.45 4.15 ' I Project File: w040826ff072105stm - Number of lines: 31 - Date: 07-21-2005 NOTES: Intensity = 133.54 / (Inlet time +, 18.80) ^ 0.87 -- Return period = 100 Yrs. ; " At critical depth I, i I', I nyaranbw si6rm sewers zoo3 Ij ��� l' k � i? ( � � _ �, Q Hvrlra.,n�ni Plan View i, p Mori. fewer Tabulation Page 1 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipa Invert Elnv HGL Elev Grnd /Rim Elev '. Line ID coeff (I) flow full Llne To � Incr Total Incr Total Inlet Syst Slze Slope Up Dn Up Dn Up Dn Line (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) 1 End 48.0 0.00 12.71 0.45 0.00 5,72 0.0 46.9 2,4 13.44 18.63 7.95 18 3.15 891.51 890.00 892.88 891.37 904.00 0,00 74'I-740 2 1 168.0 0.00 12,71 0.45 0.00 5.72 0.0 46.5 2.4 13.51 18.65 7.81 18 3.15 896.81 891.51 898.18 893.32 901.00 904.00 742-741 3 2 173.0 0.26 1.64 0.45 0.12 0.74 9.0 9.2 5.6 4.11 4.36 5.23 12 1.50 899.40 896.81 901.47 899.17 903,99 901.00 744-742 4 3 40.0 1.02 1.02 0.45 0.46 0.46 9.0 9.0 5,6 2.58 4.36 3.25 12 1.50 900.00 899.40 902.04 901.63 903.99 903.99 745-744 5 2 215.0 11.07 11.07 0.45 4.98 4.98 46.0 46.0 2.4 11.II5 8.44 6.70 18 0.65 89a.20 896.81 901.91 899.17 903.99 901.00 74;1-742 6 3 39.0 0.36 0.36 0.45 �0.16 0.16 5,0 5.0 7.0 1.13 4.42 �1.44 12 1.54 900.00 � 899.40 901.87 901.83 903.99 903.99 746-744 II '. r` Project Flle: w040826gg072105stm - Number of lines: 6 Run Date: 07-21-2005 I NOTES: Intensity = 34.42 / (Inlet time + 5,50) ^ 0.68; Return period = 10 Yrs. I, nyare�� <we�y�� E j„ � � � _ i __ I fi t � _ i i _ I ( ( - j Inle�; �at i Page 1 Line Inlet Drng Inlet I Runoff Incr II No, ID Area Time Inlet Coetf Q (ac) (min) (inlhr) (C) (cfs) 1 741 0.00 0.0 �0.00 0.45 0.00 �� 2 - 742 0.00 0.0 0.00 0.45 0.00 ', 3 744 - # 3501 0.26 9.0 5.62 0.45 0.66 '�. 4 745 - # 3501 1.02 9.0 5.62 0.45 2.58 �; 5 743 11.07 46.0 2.38 0.45 11.85 6 746 - # 3501 0.36 5.0 6.99 0.45 1.13 ' I���'� Project File: w040826gg072105stm - Number of linos: 6 Date: 07-21-2005 NOTES: Intensify = 34.42 / (Inlet time + 5.50) ^ 0.68 -- Relurn period = 10 Yrs. ; '" At critical depth � �. Hydrallgw SIQrm Sewers 2003 ', Line Inlet Drng Inlet i Runoff Incr No. � ID Area Time Inlet Coeff Q � �,�, (ac) (min) (In/hr) (C) (cfs) �� 1 741 0.00 0.0 0.00 0.45 0.00 2 742 �0.00 0.0 0.00 0.45 0.00 3 744 - # 3501 0.26 9�.0 7.42 0.45 0 87 _ _ �' �-- ��`"'+'-(� _ _ _. _ _ _.. _. 4 745 - # 3501 1.02 9.0 7.42 0.45 3.41_ :-C I-',r�:I,=�=�., .,_L:!'"v�� —_ _.::_ 5 743 11.07 46.0 3.56 0.45 17.71 6 746 - # 3501 0.36 5.0 8.49 0.45 1.38 Ili Project File: w040826gg072105stm - Number of lines: 6 Date: 07-21-2005 I'�, NOTES: Intensity = 133.54 ! (Inlet time + 18.80) ^ 0.87 -- Return�perlod = 100 Yrs� ; ** At critical depth I,. , Hydrallow Sldrm Sewers 2003 Flyd, .flow Plan View p � B ➢ i i' i" _ i Il � I i Sto n Sewer` Tabiulation i Page Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel P(pe Invert Elev HGL Elev Grnd !Rim Elew 'Line ID coeff (I) flow full ''. Line To Incr Total Incr Total Inlet Syst S(ze Slope Up Dn � Up Dn Up Dn �. '. Line (ft) (ac) (ac) (C) (min) (min) (inlhr) (cfs) (cfs) - (fUs) (in) (%) (tt) (it) (ft) (it) (ft) (tt) 1 End 37.0 0.00 3.94 0.45 0.00 1.75 0,0 13.0 4.8 8.31 13,02 5.46 21 0.68 890.25 890,00 891.31 891.06 902.00 0.00 737.736 2 1 191.0 1.53 3.94 0.45 0.69 1.75 11.0 12.2 4.9 � 8.60 11.23 4.78 21 0:50 891.21 890.25 892.31 891.66 894.80 902.00 738-737 3 2 28.0 1.94 2.41 0.45 0.87 1:06 12.0 12.0 4.9 5.25 7.42 3.72 18 0.50 891.35 891.21 892.42 892.37 894.80 894.80 739-738 4 3 40.0 0.00 0.47 0.00 0.00 0.19 0.0 9.6 5.5 1.03 3.56 1.36 12 1.00 891.75 891.35 892.63 892.60 895.50 894.80. 739-737 5 4 132.0 0.47 0.47 0.40 0.19 0.19 8.0 8.0 5,9 1.11 3.56 2.38 12 1.00 893,07 891.75 893,52 892.65 896.80 895.50 �, 7398-739A ,Protect File: w040826hh072105stm � Number of Ilnes: 5 Run Date: 07-21-2005I�'� II� NOTES: Intensity = 34.42 / (Inlet lime + 5.50) ^ 0.68; Return period = 10 Yrs. � NydrafNvr Siorm Sewers 2003 I � Ind Dat ' I 1 � � � e j �I � � -� Page Line Inlet Orng Inlet I Runoff Incr - No. ID Area Time Inlet Coeff Q i, (ac) (min) (infhr) (C) (cfs) � 1 737 0.00 0.0 0.00 0.45 0.00 ' 2 738 - # 3501 1.53 11.0 5.15 0.45 3.54 3 739 - # 3501 1.94 12.0� 4.94 0.45 4.32 4 0.00 0.0 0.00 0.00 0.00 �. 5 0.47 8.0 5.89 0.40 1.11 '. '. �I Project Pile: w040826hh072105stm Number of lines: 5 Date: 07-21 -2005 NOTES: Intensity = 34.42 / (Inlet time + 5.50) ^ 0.68 -- Return period = 10 Yrs. ; "' At critical depth ' ;' I Hydrzllow 91onn Sewers 2003 Line Inlet Drng Inlet I Runoff Incr No. ID Area Time Inlet Coeff Q ' f (ac) (min) (in/hr) (C) (cfs) 1 737 0.00 0.0 0.00 0.45 0,00 2 738 - # 3501 1.53 11.0 6.99 0.45 4.81 --- r'° „ `-�_+�_����-2,,^;_ ��_ �) -- -- 3 739-#3501 1.94 12.0 6.79 0.45 5.93 - '— ____. -�--� -� > ---'- � '�'�-1-�; �i(t� �It--C�J l� ��i 4 0.00 0.0 0.00 0.00 0.00 5 0.47 8.0 7.66 0.40 1.44 III Project File: w040826hh072105stm Number of lines: 5 Date: 07-21-2005 I�'i NOTES: Intensity = 133.54 / (Inlet time + 18,80) ^ 0.87 -- Return` period = 100 Yrs. ; "' At criticAl depth Hydrii0ow Slorm Sewers 2003 __ _ _ _� F � � i I � T � W I F� ©2 �� ! ~2 � > �� ! � > � l <-! «d � T ;� r ?�2 y2 � ; � ; �\ / � � � 2 a\ 7 . �§�//\. \ \\ ° � K/\a .\ � m 4 / / q. \. \ \ o \\��%§ � �\ { q °\ \ � � \ 3 � � . , q ~2 � 2 ©2 �� > � ; 2m � 2 ?� ?d ?d � > »� � > � ;�� 2 «2 � g � ? � \ � � n ( $ m , _ � � . . .j G ( / � � � . � . � \ ( § mg \ / . �. , ? { . (( \ g � . � � . � ee\\ , & . . //}� � / . . y } p . . � . \(\} � ° . \ � . � ( . E/ \ � ... � � � \ . ��. . i I r � i', li f i i � � � _ �,� � r �g��•y, pW�:� to � �� C� � xo Z o�� � o� p 0 p.� � � p o � �� o p � o � Z m o rn Z �• r� Ks, � N. �,`� o �•.o° � ° o o � tj a, a o O CD �. S. rn �' � rn as �' ' *' a' �-+ co � "' � � Q� � y ,`� 5' `D o N v, � y p' `D � �' � a N � �, p�?' 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I �. _. - ._. '. I i . _..— r --� -— ....... � r ,.7 '� ,_ - _ �� _. i '� ��. � ;. -a� �� � s,� __ __ _— i i i � � � � Y i � "y' �, Jae+ �-� r+ ��� � +� � j �, �5 `�' ` ' w ,N -fit r `�,' T � € 5 �� I l� .ham` _ ._.._ r--___. _. _ _— _ __ _ — _.._— _ _ � � � t i i i ¢' �} _ _ �. 200 � 400 600 � 800 1000 1200 1� Maln Channel Distance (ft) Legend EG PF 1 -' WS PF'I` Cril PF 1 Ground i' I ,, I I i i is � ii i Bear Creek Subdivision Exist w/o Culvert Plan: Plan 01 Geom: Bear CreekSubdivislon Existing Flow: Bear Creek Subdlvlsion Existing Bear Creek 892 --- � ----- .,.._..- --�-- � --- i 890 .._..- .....r .. _... ......_t _._. r � � � -.. ---� ,__.. ,_.._... .... r___. r. ,,. ��i z .__ � .......� __... �. _..._ I a � �� �� �� i �884 ..i.. _ _. �_ .. � __. i __._ s ���' � ..fir=��r�*r __ _ -- � "�' �r �' � � x ,� ���� t: �, .. a ' �' � , � �� �� i t �' � yk �tR i i � - �� a � � �� � Legend.:. EG PF 1 WS PF 1 EG PF3 WS PF 3. EG PF 4 WS PF 4 Crit PF 1 Crit PF 3' EG PF5 WS PF5 Crit PF 4 Crit PF 51 _Ground at �� � � � � I � �, a� �t ��' �n ,__ o� ,_ — — - �— i. it � n i 1 0�— 200� 400 600 800 1000 � 1200 1400 Main_Channel Distance (ft) _ _P i i P I P fi i i i i i HEC-RAS Plan: Plari 01 River: Bear Creek Reach: Bear Creek 590.00 884.97 889.76 890.04 0.007796 5.'17 206.99 136.74 0.47 500.00 884.97 889.53 889.80 0.007824 4.97 177.09 126.04 0.46 ', 320.00 884.97 888.98 889.23 0.007742 _ 4.42 114.86 99.97 0.45 '. 170.00 ,884.97 888.30 888.49 0.007040 3.56 60.69 59.83 0.44 590.00 884.42 889,00 889.23 0.008016 5-.'11 201.83 110.02 0.47. 500.00 884.42 _ � 888.80 889.01 0.007617 4.80 180.'43 104.84 _ 0.45 320.00 884.42 888.33 888.49 0.006493 4.03 134.17 92.66 _ 0.41 170.00 884.42 887.75 687.87 0.005198 3.�13 85.63 71.94 0.35 590.00 883.63 887.39 887.53 0.00_9488 4.84 247.87 167.66 _ 0.48 500.00 883.63 887.21 _ 887.35 0.009685 4.70 218.55 162.33 0.48 320.00 883.63 886.79 886.93 0.010330 4.38 153.77 147.57 0.49 170.00 883.63 _ 886.36 886.49 0.010405 3.88 93.86 129.66 0.47 590.00 881.84 885.48 885.60 0.007328 4J50 275.68 ' , 180.38 0.45 500.00 _ 861.84 885.30 _ 885.41 0.007214 4.29 244.14 170.49 0.44 320.00 881.84 884.86 884.96 0.007068 3.33 174.32 147.75 _ 0.42 170.00 881.84 __ 884.34 884.43 0.007603 3.41 103.81 � 124.71 __ 0.42 590.00 880.16 883.81 883.92 4.40 274.99 197.84 0.45 500.00 _ 880.16 883.fi5 __ 883.75 _0,008304 0.008160 4.?_0 243.88 _ 187.50 _ 0.44 320.00 880.16 __ 883.28 _ 883.36 0.007579 3.68 179.04 163.88 0.42 170.00 880.16 �882.89 882.95 0.006111 2.95 120.49 140.96 0.36 590.00 879.41 882.77 882.89 0.008798 _ _ 4.10 263.48 _ 189.37 0.46 �500.00 __ 879.41 882.59 882.71 0.009185 3.97 230.25 182.58 0.47 320.00 879.41 ., 882.17 882.28 0.010991 3.77 155.66 166.33 0.50 �, 170.00 879.41 881.66 881.48 881.80 0.016854 3.75 79.12 128.91 � 0.58 590.00 877.50 881.66 881.88 0.008483 _ 4.99 228.87 164.88 0.47 ' ' 500.00 877.50 881.49 _ 881.70 0.008164 4.74 _201.55 156.38 0.46 320.00 877.50 881.09 881.27 0.007086 4.05 143.39 136.52 0.42 ' ' 170.00 877.50 _ 880.59 __ 880.73 0.005874 3.25 82.67 104.93 0.37i �li 590.00 876.80 880.92. 881.15 0.010285 5.27 230.88 - 181.50 0.52 i I i'; i, �� j: I i' , -� � --i� - -� i � _ � _; � � � r i� i i � � I HEC-RAS Plan: Plan 01 River: Bear Creek 500-.00 876.80 880.76 880.98 _ 0.010165 _ 5.07 202.5f3 174:50 0.51 �'�� 320.00 876.80 880.36 880.58 0.010300 4.fi5 136.77 157.03 0.50 170.00 876.80 879.86 880.10 0.011182 4.21 64.34 115.40 0.501 590.00 075.91 879.98 880.23 0.014461 5.fi9 219.04 196.90 0.60 500.00 875.91 879.82 880.08 0.014395 5.67 190.09 - 183.19 _ 0.60 320.00 875.91 879.47 879.24 879.70 0.013619 5.04 _ 130.28 150.97 0.57 �, 170,00 875.91 879.06 878.72 879.24 0.011213 4.04 76.35 114.39 0.50 '. 590.00 875.39 879.18 879.34 0.009467 3.61 253.61 234.71 0.47 500.00 875.39 879.03 (179.18 0.009494 3.62 219.98 220.59 0.47 ' �'. 320.00 _ 875.39 878.65 878.79 0.010189 3.24 145.08 181.41 0.47 �' 170.00 875.39 _ 878.20 878.32 0.013019 2.238 73.59 _ 133.25 0.50 590.D0 874.49 878.88 878.95 0.004738 2.61 320.40 251.70 0.33 500.00 __ 874.49 878.74 876.81 _ 0.004450 2.41 287.39 235.06 0.32 320.00 874.49 878.38 878.43 0.004017 1.97 210.92 191.03 0.29 170.00 874.49 877.88 877.92 0.004230 1.59 130.99 135.21 0.28 590.00 874.32 878.27 877.49 878.37 0.007429 2.G6 250.49 289.24 0.39 500.00 874.32 878.15 877.37 878.24 0.007433 2.41 218.15 266.43 0.39 320.00 874.32 877.82 876.94 0.007432 2.12 151.19 152.79 0.37 170.00 874.32 _ 877.30 � 876.49 _877,89 877.36 0.007432 1.97 86.45 97.41 � 0.37 �', it ; HEC-RAS � Plan: Plan 01 River: Bear Creek Reach: Bear Creek =Reaoh � �ilYer Sta' � E.O.,Elev't�' WEB; Elev"; "VeI�H�ad,. �" ;Pratraa,oss: � �- C�i3� � L�yg' � , : q l,ef5 •�� :;(�.G�gnpel �' ;, Q Right � " "Top V�fidth �. (ft) .�, - _ {[t} " � (Iq'; (ft)„. (87 (g[s) w� .. i `". o[a� ,,; . ,� . �efsj .. ` . ','dit}� '':'., Beaf Cf@�k° � "� 360 � 890.04 88976 0.28 0.79 0.01 125.55 372.25 92.20 136.74 Bear Creek �1360 889.80 889.53 0.27 0.77 0.02 96.34 336.32 67.34 126.04 bear Creek , " 1360 ' 889.23 888.98 0.24 0.71 _ 0.02 40,99 252,90 26.11 99.97 Bear Creek 9360" - 888.49 888.30 0.18 0.60 0.02 8.35 157.59 4.06 59.83 Bear Creek ' ,1260 '�-889.23 � 889.00 0.23 1.68 0.03 282.44 _ 285.24 22.31 110.02 Bear Creek � '�26b" 889.01 888.80 _ 0.21 1.65 0.02 231.67 253.69 14.64 104.84 _ Bear Creek 1260 888.49 888.33 0.16 1.56 0.01 131.49 184.68 3.83 92.66 '�, Be2rCreek � 126p �_887.87 887.75 0.11 1.38 0.00 53.44 116.47 0.09 71.94 - Beat Creek "," 906'i= � 887.53 887.39 0.14 1.92 0.01 _ 330.27 _ 150.58 _109.14 167.66 Bear Creek "' 1067 887.35 887.21 0.14 1.92� 0.01 276.13 137.94 85.94 162.33 ' Bear Creek 196T" 886.93 886.79 0.13 1.96 0.01 165.58 110.38 44.04 147.57 Bear Creek 10¢7"' 886.49 886.36 0.12 2,04 _0.01 � 72.44 80.96 16.61 129.86 Bear Creek 636 . " 885.60 _ 885.48 0.12 1.68 0.00 104.97 _ 156.76 _ 328.26 1_80.38 gear Greek ' ". 836 885.41 885.30 _ 0.11 1.66 0.00 86.67 141.10 272.22 � 170.49 ' Bear Greek D36 884.96 _884.86 0.10 1.58 0.00 52.78 107.25 159.96 147.75 Bear Cree�t", 836 884.43 88�.34 0.09 1.47 0.01 24.82 76.09 69.09 12471 Bear Creek . 62p 883.92 _ _ 883.81 0.11 1.03 0.00 38.11 130.05 � 421.85 197.84 Bear Greek " 820 _ 883,75 883.65 0.10 1.04 0.00 __ 27.57 117.54 354.89 187.50 Bear Greek ' 82D " 883.36 883.28 - 0.08 1.09 0.00 11.45 89.36 219.19 163.88 Bear Greek' �� 620 882.95 882.89 0.06 1.14 0.01 3.64 60.12 106.24 140.96 Bear Creek � 500 882.89 882.77 0.12 1.00 _ 0.01 126.63 197.38 265.79 189.37 L., Bear Creek" 500� 882.71 882.59 0.12 1.00 0.01 100.40 1%7.37 222.23 182.58 �I Bear Creek' b00� 882.28 882,17 0.12 � 1.01 0.01 48.46 196.11 135.42 166.33 Bear Creek ; Ib00 881.80 881.66 0.14 1.08 0.00 12.40 97.08 60.52 128.91 Bear Cr@ek , ` 384 881.88 881.66 0.22 0.74 0.00 83.50 310.00 _ 196.49 164.88 Bear Oreek :384:•; 881.70 881.49 _ ____ 0.21 0.72 0,00 62.22 279.53 158.25 156.38 Behr Creek 384 • 881.27 881,09 0.18 .. 0.67 ___ 0.00 25.26 210.01 84.73 136.52 Bear Cteelt„ :384. 860.73 � 880.59 0.14 _0.62 0.01 4.39 139.14 26.47 � 104.93 Bear Greek 3p6 881.15 880.92 0.23 0.91 - 0.00 130.37 272.07 187.56 181.50 � � - _, _ � � � G j - I � Fltl: ttHJ r�an� rian u i ttiVer: a �+le ' vas �. occ v �pref wS� qol � `- it GhaOneh" � 4�Rishl �+ Bta�L ; Ch Bld L ,` :Gh BIa�R` � , � �raa 3la fV t'. I;eaob � Rlver Bja ;\y�5. tley Della ; E 6;.�lev : 7op;4Vdlh ,�4';kefk - . _rho �, h) %) ((tl (f4);, • �" ,�; (afs) ".. ;(ejs)� ` `'ofa " s'1K) � {lq ((4) � � (ft) Bear Creek 136Q, 889.76 890.04 136.74 125.55 372.25 _ 92.20 228.00 247.00 Bear Creek 1360 889.82 0.06 890.14 70.00 � 116.08 390.85 83.06 _ 200.00 228.00 247.00 270,00 Bear Greek .1780 , 889,00 889.23 � 110.02 282.44 285.24 22.31 139.00 �154.00 Bear Creek 1280 889.10 0.09 889.33 75.00 _ 289.47 287.71 12.82 85.00 139.00 154.00 160.00 gear Creek 1067 ' 887.39 887.53 167.66 330.27 150.58 109.14 179.00 189.00 � pest Creek :1067 887.51 0.12 887.68 108.00 338.16 161.81 90.03 ___ 103.00 179.00 189.00 21 L00 Bear creek 836 ' � � 885.48 885.60 180.38 104.97 156.76 328,26 182.00 173.00 pear Greek 836 885.57 � 0.09 885.72 103.00 105.65 164.99 319.36 140.00 162.00 173.00 24FL00 Bear Creek 620 � 883.81 883.92 _ 197.84 38.11 _ 130.05 421.85 249.00 259.00 pear Greek ;.020, 883,95 0.14 884.07 122.00 41.91 135.81 412.28 _ 230.00 249.00 259.00 352.00 BearCreek . 500�� 882.77 882.89 189.37 126.83 197.38 - 265.79 256.00 276.00 '_ Bear Creak 5Qd 882.86 0.09 883.02 110.00 108.17 220.46 261.37 224.00 256.00 276.00 334A0 pear Creek"" �8A �881.66 881.86 184.88 83.60 ' 310.00 _ 196.49 219.00 237.00 deer Creek _ 5$4 881.80 0.14 _ 882.02 106.00 92.73 - 314.11 183.16 180.00 219.00 237.00 28GA0 Beat Cfeek 305 880.92 881.15 181.50 130.37 272.07 187.56 240.00 256.00 '. pear Creek 305 __ 880.96 0.04 881.26 106.00 112.38 299.50 178.13 200.00 240.00 256.00 30G.00 bear Ofeek 230 , 879.98 � 880.23 196.90 154.53 242.82 192.65 __ 276.00 290.00 peer Creek . � 280 880.08 _ 0.10 880.33 110.00 151.52 238.28 200.20 225.00 276.00 290.00, 335100 Bgar 0raek � 55' 879.18 879.34 234.71 147.61 401.11 41.28 340.00 392.00 Creek ' 155 879.26 0.08 879.47 ___ 110.00 130.26 450.62 9.11 287.00 340.00 392.00 397'.00 Bear ,. , _ Bear Creek � 100 � 878.88 878.95 251.70 20.32 393.82 175.06 � 309.00 388.00 Bear Greek :.100 878.92 0.04 879.03 111.00 � 440.21 149.79 309.00 309.00 388.00 420.00 Bear Creek 0� �, 878.27 878.37 289,24 1.78 578.70 9,52 355.00 527.00 '. 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Yr � .�.. a.3 ^'a 1 � I 878 !'�� �. `+c:r 3 „sue "�� _ � ._ �_ _ _ _ �. , � � ' ass,..._. --- � —�-- - _ - — � - � . � , � r I __ ' .. : I i �... f � I � � � _ _ 674 � � — —�— � r —�— r—�--+--wr—�—�� 0 200 400 600 800 1000 1200 1400 Main Channel Distance ((t) a � .- u � � � ,: r ;. .i d�& �qq.Gos'a�. 0`�efj:'.� : �Ol;ghatinel ` �Q Right. � � Top Width 0.01 125.45 - 372.45 92.09 136.65 0.03 282:06 285.87 22.07 109.77 �I � k i - _ I � � � � � M � I w040826eCuly.rep HEC-RAS Version 3.0.1 Mar 2001 U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street, Suite D Davis, California 95616 -9687 (916) 756-1104 X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X � X X X X X X X. X X X X X X X X X X XXXXXX XXXX X X X X XXXXX .��xa.�x.•+xke�x.•�.x•«�«�++..+.+.a+.s�x:v+a�x«x�<x+•>-••a.a��x�a •�x+ea:xnx xv:xx.xa+rx PROSF..CT DATA Project Title: Bear Creek Sub Exist w/ Culy-base Project File w040826eCulv.prj Run Date and Time: 7/13/2005 9: 1D:22 AM Project in English units Project Description: Bear Creek Subdivision Existing Conditions w/o Culvert BASE PLAN DATA Plan Title: Plan O1 Plan File H:\2004\W040826\Drainage - jo'b\Hec\w040826eCu1v.p01 Geometry Title: Sear CreekSubdiviaion Existing Geometry File H:\2004\W040826\DYainage - jo'b\Hec\w040826eCu1v.g01 Flow Title Bear Creek Subdivision Existing Flow File H:\2004\W040826\Drainage - jo'b\Hec\w090826eCu1v.f01 Plan Summary Information: Number of: CrossSections = 13 Muli tple Openings = 0 Culverts = 1 Inline Weirs = 0 Bridges = 0 Computational information Water surface calculation tolerance = 0.01 Critical depth cal.culaton tolerance = 0.01 Maximum number of interations = 20 Maximum difference tolerance = 0.3 Flow tolerance £actor = 0..001 Page 1 y � t F i _ � � h � '. , w090826eCuly. rep Computation options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow Encroachment Data Egual Conveyance = TYue Left Offset = 0 Right Offset = 0 River = Hear Creek RS Profile 1360 PF 2 1260 PF 2 1067 PF 2 836 PF 2 620 PF 2 500 PF 2 343 PF 2 305 PF 2' 230 PR 2 155 PF 2 100 PF 2 0 PF 2 Reach = Bear Creek Method �Valuel Valt}e2 1 200 270 1 85 160 1 103 211 1 140 243 1 230 352 1 229 334 1 180 286 1 200 306 1 225 335 1 287 397 1 309 420 1 355 527 *************+*********************.**************+******************w********** FLOW DATA Flow Title: Hear Creek Subdivision Existing Flow File H;\2004\W040826\Drainage - jo'b\Hec\w040826eCu1v.f01 **�* *Da*a *+*«* * *************** * River * .**Reach***********RS*******************PE*r************p�*2************PF*3*****�******PF*4* * PF 5 **Bear***eek******Bear*Creek******1*60******************590*************590*************500*************320*************170** Boundary Conai**ions * ****** ******* **River * * Reach***********Profile***********************Upstream**************** Downstream ** * Bear*Creek******Hear*Creek******PF*1*********************Normal*S****007426*******Normal*S****007426 * Bear Creek Bear Creek FF 2 * �- Normal S = .007426 Normal S = .007926 * Bear Creek Eear Creek PF 3 * Normal S = .007426 Normal S = .007426 * Bear Creek Bear Creek PF 4 Normal S = .007426 Normal S = .007426 .*.***.++.*****************+**.********+****************w********.************** GEOMETRY DATA Geometry Title: Bear CreekSubdivision Existing Geometry File H:\2004\W040826\Drainage - jo'b\Hec\w040826eCuly. g01 Page 2 l.� 7 �, � {3 ±, i I 'C I' � I � I CROSS SECTION RIVER: Bear Creek REACH: Hear Creek RS: 1360 INPUT Description: Station 13+60 I I I w090826eCuly. rep Station Elevation Data num= 33 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev *****e*******e*+****************w**x*:*****+*.+*******+*++*****+***.***********+ 0 905 12 904 24 903 35 902 45 901 55 900 65 899 76 898 94 897 114 896 134 895 146 894 15Y 893 160 692 165 891 170 890 184 869 228 887.44 238 684.97 292 885. 14 297 887.35 254 888 2II5 889 318 890 343 891 361 892 376 893 390 894 400 895 415 896 426 097 438 898 450 899 Manning�s n Values num= 3 Sta n Val Sta n Val SCa n Val «**+*********«******.«****.*«***e*.**.**x+.**.** 0 .09 228 .06 247 .09 eank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 228 247 100 100 100 .1 .3 CROSS SECTION OUTPUT Profile RPF 1 •+*+***+******+x*+**+**+***+****+*+***************************w*x***w****aw•*********+***+***** * E.G. Elev (f t) * 890.04 * Element * Left OH * Channel * Right OH * Vel Head (ft) * 0.26 * Wt. n-Val. * 0:090 * 0.060 0.090 * W.S. Elev (f t) * 869.76 * Reach Len: (ft) 100.00 * 100.00 * 100.00 * Crft W.S. (ft) * Flow Area (sq ft) 71. 72 * 71. 92 * 63.09 * E.G. Slope (ft/f t) *0.007818 * Area (sq ft) * 71, 72 * 71. 92 * 63.09 * Q Total (Cfs) 590.00 * Flow (cfs) * 125.45 * 372.45 * 92,09 * Top Width (f t) * 136.65 * Top Width (f t) * 54.62 * 19.00 * 63.03 * Ve1 Total (ft/s) 2.85 * Avg. Vel. (ft/s) * 1. 75 * 5.18 * 1.46 * Max Ch1 Dpth (ft) * 4.79 * Hydr. Depth (f t) * 1.31 * 3.79 * 1,00 * Conv. Total (cfs) * 6672.8 * Conv. (cfa) * 1418.9 * 4212 .4 * 1041.E * Length Wtd. (f t) * 100.00 * Wetted Per. (ft) * 54. 67 * 19.77 * 63 .09 * Min Ch E1 (ft) 884.97 * Shear (16/sq ft) 0. 64 1. 78 * 0.49 * Alpha * 2.20 * Stream Power (lb/ft s) * 1. 12 * 9. 19 * 0.71 * Fre to Loss (ft) * 0.60 * Cum Volume (ac e-f t) * �2 .79 2.04 * 3.88 * C & E Loss (ft) * 0.01 * Cum SA (acres)r * 2.35 * 0.81 * 2.90 CROSS SECTION OOTPUT Profile HPF 2 *******e**e********+:*«*.***.*****x.*****+**+*..***.***.***+++********z***.***.******+***++.*+* * E.G. Elev (ft) * 890, 14 * Element * Left OB * Channel * Right OB * Vel Head (ft) 0,32 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. Elev (ft) * 889.82 -* Reach Len. (ft) * 100.00 * 100.00 * 100. 00 * Crit W.S. (f t) * * Flow Area (sq ft) * 52.71 * 73.07 * 39.98 * E,G. Slope (ft/f t) *0.008166 * AYea (sq ft) * 52.71 * 73.07 * 39.98 * q Total (cfs) * 590.00 * Flow (cfs) * 116.07 * 390.88 * 63.05 * `Pop Width (ft) 70.00 * Top Width (f t) 28.00 19.00 23.00 * Vel Total (ft/s) 3.5E *Avg. Vel. (ft/s) 2.20 5.35 2, OB * Max Chl Dpth (f t) * 4.85 * Hydr. Depth (ft) * 1.88 * 3.85 * .1.74 * Conv. Total (cfs) * 6526.8 * Conv. (cfs) * 12II4.4 * 4325.4 * 919.0 Page 3 _t � � i P d -- � 1 1 u w040826eCulv.rep * Length Wtd. (ft) * 100.00 * Wetted Per. (f t) * 29.40 * 19.77 * 24.34 * Min Ch E1 (Et) * 889.97 * Shear (lb/aq ft) * 0.91 * '1.88 * 0.84 * Alpha * 1. 62 * Stream Power (lb/ft s) * 2.01 * 10.08 * 1. 74 * ', * Fretn Loss (f t) * 0,78 * Cum Volume (acre-f t) * 2.31 * 2.10 * 3.09 * C & E Loss (f t) * 0.02� * Cum SA (acres) * 1.38 0.81 * 1.69 CROSS SECTION OUTPUT Profile #PF 3 � ' * E.G. ELev (ft) * 889.80 * Element *� Left OB * Channel * Right OB * Vel Head (f t) * 0.27 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. Elev (ft) * 889. 53 * Reach Len. (f t) * 100.00 * 100.00 * 100. 00 * Crit W.S. (f t) � * * Flow Area (sq ft) * 59.70 * 67.61 * 49.65 * E.G. Slope (ft/f t) *0.007835 * Area (sq ft) * 59.70 * 67.61 * 49.65 * Q Total (o£s) * 500.00 * Flow (cfs) * 96.29 * 336.42 * 67.29 * - ' * Top Width (ft) * 126,00 * Top Width (ft) * 51.45 19.00 * 55.55 * Vel Total (ft/s) 2.83 * Avg. Vel. (ft/s) * 1.61 * 4.98 * 1.36 * Max Chl Dpth (ft) * 4.56 * Hydr. Depth (ft) * 1.16 * 3.56 * 0.89 * Conv. Total (cfs) * 5648.E * Conv. (cfs) 1087.9 * 3800.E * 760.2 * Length Wtd. (f t) 100.00 * Wetted Per. (ft) * 51. 49 * 19.77 * 55.61 * Min Ch E1 (f t) 884.97 * Shear (lb/aq ft) * 0.57 * 1.67 * 0.49 * Alpha * 2.18 * Stream Power (lb/ft s) * 0,91 * 8.32 * 0.59 * Frctn Loss (f t) * 0.78 * Cum Volume (acre-f t) * 2.2E 1.88 * 3. 15 * C & E Loss (f t) 0.02 * Cum SA (acres) * 2.15 * 0.81 2-.71 ***.*.*.***.**w******.*+.+.***********+***.*****w++***+**++.*****.**.*.•+**********+.+*.******* CROSS SECTION OUTPUT Profile #PF 4 **.**.*..+**+*****+***.*+.*.e**+*++.*****.**.****+***+*+****+*+*.*+.*.*****.*+**:+**+*+******.* * E.G. Elev (f t) * 889. 23 * Element * Left OB * Channel * Right OB * Vel Head (f t) * 0.25 * Wt. n-Val. * 0.090 * 0.060 * 0. 090 * W.S. E1ev (f C) * 888.98 * Reach Len. (f t) * 100.00 * 100.00 * 100.00 * Crit W.S. (f t) * * Flow Area (sq ft) * 33.49 * 57. 14 * 24.0E * E.G. Slope (ft/ft) *0.007764 * Area (sq ft) 33.49 * 57.14 * 24.0E * , * Q Total (Cfs) * 320.00 * Flow (cfs) * 40.93 * 253.02 * 26.05 * Top Width (f t) * 99.87 * Top Width (f t) - * 93.4E * 19.00 * 37.41 * Vel Total (ft/s) * 2.79 * Avg. Vel. (ft/s) * 1.22 * 4.43 * 1. 08 * Max Chl Dpth (ft) * 4.01 * Hydr. Depth (f t) * 0.77 * 3.01 0.64 * Conv. Total (Cfs) * 3631.E * Conv. (efs) * 464.5 * 2871.5 * 295.7 * Length Wtd. (f t) * 100.00 * Wetted Per. (ft) * 43.49 * 19.77 * 37.4E * , * Min Ch E1 (ft) * 884.97 * Shear (lb/sq ft) * 0.37 * 1. 40 * 0.31 * Alpha 2.03 * Stream Power (lb/ft s) * 0.4E * 6.20 0.34 * Frctn Loss (ft) * 0.72 * Cum Volume (acre-ft) * 1.38 * 1.52 * 1. 95 * C & E Loss (ft) 0.02 * Cum SA (acres) * 1.65 * 0.79 2.12 CROSS SECTION OUTPUT Profile #PF 5 * E.G. Elev (f t) * 888.49 * Element * Left OB * Channel * Right OB * Vel Head (f t) * 0. 18 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. Elev (f t) * 888.31 * Reach Len. (f t) * 100.00 * 100.00 * 100.00 * Crit W.S. (f t) * * Flow Area (sq ft) * 10 .63 * 44 .36 * 5.91 * E.G. Slope (ft/ft) *0.006994 * Area (sq ft) * 10.63 * 44.3E * 5.91 * Q Total (cf a) 170.00 * Flow (cfs) * 8.42 157.49 4.10 * Top Width (ft) * 60.05 * Top Width (f t) 24.49 * 19.00 16.5E * Vel Total. (ft/s) * 2.79 * Avg. Vel. (ft/s) 0.79 * 3.55 0.69 * * Max Chl Dpth (f t) * 3.34 * Hydr. Depth (ft) * 0.43 * 2.33 * 0.3E Page 4 _r _; _o � � i P � � i � i, w090II26eCuly. rep * Conv. Total (efs) * 2032.7 * Conv. (cfa) * 100.6 * 1883.1 49.0 * Length Wtd. (f t) * 100.00 * Wetted Per. (ft) * 2h.51 * 19.77 * 16.59 * Min Ch E1 (f t) * 884.97 * Shear (lb/sq ft) * 0.19 * 0.98 * 0.16 * Alpha 1.50 * Stream Power (lb/ft s) * 0,15 * 3.48 * 0.11 * Frctn Loss (f. t) * 0.59 * Cum Volume (acre-f t) * 0.67 * 1. 11 1.00 * C & E Loss (ft) * 0. 02 * Cum SA (acres) * 1. 17 0.71 * 1.47 .**+***********«****«**+*******..***.****.***+*e+.*****************.**.**.*+.*+e*.*****+*.+**+** CROSS SECTION RIVER: Bear Creek REACH: Bear Creek RS: 1260 INPUT Description: Station 12+60 Station Elevation Data num= 28 Sta EleV Sta Elev Sta Elev Sta EleV Sta Elev **************************+*.+***+***+********+****+******e***+*+**+*++****+**** 0 895 22 894 38 D93 48 892 55 891 64 890 70 889 78 888 109 887 136 886 139 885.89 142 885. 04 145 864.42 150 884.98 154 887.56 162 D88 180 889 200 890 218 891 236 892 252 893 263 894 271 895 262 896 269 897 292 898 301 899 311 900 Manning's n Vallles num= 3 Sta n Val Sta n Val Sta n Val ***+.+*****.**.++*.*.*+**.**.*+*a*+******+****** 0 .09 139 .06 159 .09 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 139 154 193 193 193 � .1 ,3 CROSS SECTION OOTPOT Profile #PF 1 ' * E.G, Elev (f t) * 889.23 * Element - * Left OB * Channel * Right OB * Vel Head (f t) * 0.24 * Wt. n-Val. * 0.090 0.060 * 0.090 * W.S. E1ev (ft) * 888.99 * Reach Len. (ft) * 193.00 * 193.00 * 193.00 * Crit W.S. (f t) * * Flow Area (sq ft) * 126.57 * 55.71 18.54 * E.G. Slope (ft/f t) *0.008119 * Area (sq ft) * 126.57 * 55.71 * 18.54 * Q Total (efs) * 590.00 * Flow (efs) * 282.06 * 285.87 * 22.07 * Top Width (f t) * 109. 77 * Top Width (f t) * 68. 93 * 15.00 * 25.84 * Vel Total (ft/s) * 2.94 * Avg. Vel. (ft/s) * 2.23 * 5.13 * 1.19 * Max Chl Dpth (f t) * 4.57 * Hydr. Depth (f t) * 1. 84 * 3.71 * 0.72 * Conv. Total (cfa) * 6548.0 * Conv. (efs) 3130,4 * 3172.E * 244.9 * Length Wtd. (f t) * 193,00 * Wetted Per. (ft) * 69. 03 * 15,97 * 25.8D * Min Ch E1 (f t) 684,92 * Shear (lb/sq ft) * 0. 93 * 1.77 * 0.3E * Alpha * 1,7E * Scream Power (lb/ft s) * 2.07 * 9.07 * 0.43 * Frctn Loas (ft) * 1.64 * Cum Volume (acre-f t) 2.57 1.90 3.79 * C & E Loss (ft) * 0.03 * Cum SA (acres) * 2.21 * 0.77 * 2.79 *..****+****.**.************+****e.****************.*******.*«*******w*************.***+.*+.+** Warning: The energy lose was greater than 1.0 ft (0.3 m). between the c ent and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 2 * E.G. Elev (ft) * 889.33 * Element * Left OB * Channel * Right OB Page 5 i 1' C � � ii n � _, � � C I f 1 � � i � ` �. � �v �. w040826eCuly*rep � �� * Vel Head (ft) * 0.24 * Wt, n-Val. 0.090 0.060 * 0.090 * * W.S. Elev (f t) * 889.09 * Reach Len. (f t) * 193.00 * 193.00 * 193.00 - � �, ` * Crit W.S. (f t) * * Flow Area (sq ft) * 120.44 * 57.24 * 8.21 * I � ' * E.G. Slope (ft/f t) *0.007514 * Area (sq ft) * 120.44 * 57.24 * 8.21 * * Q Total (cfs) * 590.00 * Flow (cfs) * 289.42 * 287.77 * 12.82 * ) ' * Top Width (f C) * 75.00 * Top Width (f t) * 54.00 * 15.00 * 6.00 * Vel Total (ft/s) * 3.17� * Avg. Vel. (ft/s) * 2.90 * 5. 03 * 1. 56 * Max Ch1 Dpth (ft) * 4.67 * Hydr. Depth (f t) * 2.23 * 3.82 * 1.37 ' * Conv. Total (cfs) * 6806.5 * Conv. (cfs) 3338.8 * 3319.8 * 147.8 * Length Wtd. (f t) * 193 .00 * Wetted Per. (f t) * 55.35 * 15.97 * � 7.21 * Min Ch E1 (f t) 889.42 * Shear (lb/sq ft) * 1. 02 * 1. 68 0. 53 - * * � * Alpha 1.51 * Stream Power (lb/ft 9) * 2.45 * 9.45 * 0.83 * Frctn Loss (f t) * 1.63 * Cum Volume (acre-f t) * 2.11 * 1,95 3.04 * * C & n Loss (f t) * 0.02 * Cum SA (acres) * 1.29 * 0.77 * 1.66 * ` Warnrng**The*energy*loss*was*greater*than*1*0*ft*(0*3*m)**between*the*current*and*previous cross � �` � �.' section. This may rndicate the need for additronal cross sections. 1,` CROSS 9ECTI0N OUTPUT Pxof ile j}PF 3 ¥ �� � **E*G**EleV*(f t)************889*01****Element*******************Left*OB****Channel***Right*OB** ( * Vel Head (f t) * 0.21 * Wt. n-Val. * 0.090 0.060 * 0.090 * W.S. Elev (ftj * 8©D.80 *Reach Len. (f t) * 193.00 * 193.00 * 193.00 * Crit W.5. (f t) * * Flow Area (sq ft) * 113 .26 * 52.78 * 13.83 * E.G. Slope (ft/f t) *0.007676 * Area (sq ft) * 113 .26 * 52.78 * 13,83 * � �` * q Total. (cfs) * 500.00 * Flow (cfs) * 231.44 * 254.03 * 14.53 * ' ' * Top Width (ft) * 104.70 * Top Width (ft) * 67.37 * 15.00 * 22.33 * !� * Vel Total (f.t/s) 2.78 * Avg. Vet. (ft/s) * 2. 09 * 4.81 * 1.05 * t! % * Max Chl npth (ft) * 4.38 * Hydr. Depth (ft) * 1. 68 * 3.52 * 0.62 * Conv, Total (cf e) * 5707.0 * Conv. (e£s) 2641.7 * 2899.5 * 165 .8 * - �� * Length Wtd. (ft) * 193.00 * Wetted Per. (ft) * 67.45 * 15.97 * 22.36 _ * * * Min Ch E1 (ftJ * 884.42 * Shear (lb/sq ft) * 0.80 * 1. 58 * 0.30 * �� * Alpha * 1.78 * Stream Power (lb/ft s) * 1.64 * 7.62 * 0.31 * Fretn Loss (f t) * 1. 63 * Cum Volume (acre ft) 2.07 * 1.74 3.08 * C & E Loss (f t) * 0.02 * Cum SA*(acres)*************** �********0.77****** 2.62 ** �� �! Warning**The**nergy*loss*was*greater*than*1*0*ft*(0*3 m). between the current*and previous*cross 'lll'' section. This may indicate the need for additional cross sections. �'� �* �; ,- CROSS SECTION OUTPUT Pldf lle iiPF 4 � �� **E*G**Elev*(f t)************688*49****Element*******************Left*OB****Channel***Right*OB** * Vel Head (f t) 0.16 * Wt, n-Val. * 0.090 * 0.060 0.090 -- * W.S. Elev (ft) * 888.32 * Reach Len. (ft) * 193.00 * 193.00 * 193 .00 * � .�� * Clit W.S. (f. t) * * Flow Area (sq ft) * 82.21 * 45.66 * 5.27 ,� * E.G. Slope (ft/f t) *0.006617 * Area (sq ft) * 82.21 * 45.66 * 5.27 ' * Q 'Loral (cfs) * 320.00 * Flow (cfs) * 130.98 * 185.30 * 3.72 * � b * Top Width (f t) * 92.37 * Top Width (f t) * 63.57 * 15.00 * 13.79 * i * Vel Total (ft/a) * 2.40 * AVg. Vel. (ft/e) * 1. 59 * 4.06 * 0.71 * �, i�:� * Max Chl Dpth (f t) * 3.90 * [Sydr. Depth (f t) * 1.29 * 3.04 * 0.38 * Conv. Total (cfs) * 3933.7 * Conv. (cfs) * 1610.1 * 2277.9 * 45.7 * Length Wtd. (f t) 193.00 * Wetted Per. (f t) * 63.63 15.97 13.81 * Min Ch E1 (ft) 884.42 * Shear (lb/sq ft) 0. 53 1. 18 * 0.16 * '� * Alpha * 1. 83 * Stream Power (lb/ft s) * 0.85 * 4.79 * 0.11 * � .{' Page 6 { ' �.j w040026eCulv.rep * FYctn Loaa (f t) * 1.53 * Cum Volume (acre-f t) * 1.29 1.40 * 1.91 * C & E Loss (f t) * 0.01 * Cum SA (acres) 1. 52 * 0. 75 * 2.06 �i ***.*.*.*************+****+w*********+.************.************+************.******.*++*+***** ��' '., War ing: The energy loss w s greater than 1.0 £t (0.3 m). between the current and previous crow '. sec tion. Thie may indicate the need for additional cross sections. ' CROSS*SE*TION OUTPUT+***PYof. r*le*#PE***.***+ * *****..******..*.**• * ** * **. ** *** * ***887.87* * Element* **E*G. Elev*(f t)* * Left*OB****Channel** Right OH** * Vel Head (f t) * 0.11 * Wt. n-Val. * 0. 090 * 0.060 0.090 * W.S. Elev (f t) * 087.77 * Reach Len. (f t) * 193 .00 * 193 .00 * 193.00 * Crit W.S. (f t) * * Flow Area (sq £t) * 98.72 * 37.32 * 0.38 * E.G. Slope (ft/f t) *0.005094 * Area (sq ft) * 48.72 * 37.32 * 0.38 * Q Total (cfs) * 170.00 * Flow (cfs) * 53 .75 * 116.].5 * 0.10 * Top Width (f t) * 72.47 * Top Width (f t) * 53.73 * 15.00 * 3.74 * Vel 'Dotal (ft/s) * 1,97 * Avg. Vel. (ft/s) * 1. 10 * 3.11 * 0.26 * Max Chl Dpth (f t) * 3.35 * Hydr. Depth (ftj * 0.91 * 2.99 * 0.10 * Conv. 'Dotal (cfs) * 2381.8 * Conv, (cfs) * 753.1 * 1627.3 1.4 * Length�Wtd. (f t) * 193.00 * Wetted Per. (f t) * 53 .77 * 15. 97 * 3.74 * Min Ch E1 (ft) * 884.42 * Shear (lb/sq ft) * 0.29 0.79 * 0.03 * Alpha * 1.81 * Stream Power (lb/ft s) * 0.32 * 2.31 * 0.01 �* * Frctn Loss (f. t) * 1.40 * Cum Volume (acre-f t) * 0.61 * 1.02 * 0.99 * C & E Loss (ft) * 0.00 * Cum SA (acrea) * 1.08 * 0.67 * 1.45 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. Thia may indicate the need for additional cross sections. Warning: The energy lose was greater than 1.0 ft (0 .3 m). between the current and previous cross section. Thie may indicate the need for additional cross sections. ' CROSS SECTION RIVER: Bear Creek REACH: Bear Creek RS: 1067 , INPUT Description: Station 10+67 Station 10+67 Station Elevation Data num= 24 Sta EleV Sta Elev Sta Elev Sta Elev Sta Elev *****w************+++*+*****+********•*e*****x*•x*+.**.x*************xx******+**. 0 894 24 893 48 892 � 50 891 70 890 77 889 80 888 66 887 95 886 179 885.38 180 884.44 181 883.63 187 884.38 169 885.41 210 886 242 887 266 088 286 889 300 890 345 895 356 896 364 897 372 898 379 899 Manning's n Values - 3 nnmVal Sta n Val Sta Sta n Val 0 .09 179 .06 189 .09 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 179 189 231 231 231 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 Page 7 w040826eCulv.rep ************..x***************w*********.*..*.****.+.**+***+.*****************.****..**++:.**** * E.G. Elev (f t) * 887.5E * Element * Left OB * Channel * Right OH * Vel Head (ft) * 0. 19 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. E1eV (f t) * 887.42 * Reach Len. (ft) * 231.00 * 231. 00 * 231.00 * Crit W.S. (f t) * * Flow Area (sq ft) * 154.09 * 31.43 * 67.55 * E.G. Slope (ft/ft) *0.008952 * Area (sq ft) * 154.09 31.93 * 67.55 * Q Total (cfs) * 590.00 * Flow (cfs) * 330.89 * 148.70 * 110.42 * Top Width (ft) * 168.59 * Top Width (f t) * 95.52 * 10.00 63.07 * Vel Total (ft/s) 2,33 * Avg. Vel. (ft/s) * 2.15 4.73 * 1. 63 * Max Chl Dpth (f t) * 3.79 * Hydr. Depth (ft) * 1.61 * 3.14 * 1. 07 * Conv. Total (cfs) * 6235.8 * Conv. (cfs) * 3997 .2 * 1571.E 1167.0 * Length Wtd. (f t) * 231.00 * Wetted Per. (ft) * 95.61 * 10.9E * 63. 10 * Min Ch El (f t) * D83 .63 * Shear (lb/sq ft) * 0.90 * 1.60 * 0.60 * Alpha * 1. 61 * Stream Power (lb/ft s) * 1.93 * 7.59 * 0.98 * Fretn Losa (f t) * 2.04 * Cum Volume (ac e-f t) 1.94 * 1.70 * 3.60 * C & E Losa (f t)- 0.00 * Cum SA (aeres)r 1.84 0.72 2.60 Warning: The energy loss was greater than 1.0 ft (0.3 mj, between the current and previous cross section, This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile )jPF 2 +**************+x**+**+********:**++++*+**+*******a*********x*********+****+**+++**+**+******** * E.G. Elev (ft) * 887.68 * Element Left OH * Channel * Right OB * Vel Head (f t) * 0. 17 * Wt. n-Val. 0.090 * 0.060 * 0.090 * W.S. EleV (E C) * 687.51 * Reach Len. (f t) * 231.00 * 231.00 * 231.00 * Crit W.S. (f t) * * Flow Area (sq f t) * 140.83 * 32.37 * 39.48 * E.G. Slope (ft/f t) *0.009567 * Area (sq ft) * 140.83 * 32.37 * 39.48 * Q Total (cfs) * 590,00 * Plovr (cfs) * 338.44 * 161.45 90.].1 * Top Width (f t) * 108.00 * Top Width (f t) * 76.00 * 10.00 * 22.00 * Vel. Total (ft/&) 2.77 * Avg. Vel. (ft/s) * 2.40 * 4.99 2.28 * Max Chl Dpth (f t) * 3.88 * Hydr. Depth (ft) * 1. BS 3.24 1. 79 * Conv, Total (efs) * 6032.0 * Conv. (efs) * 3460.1 * 1650.E * 921.3 * Length Wtd. (f t) * 231. 00 * Wetted Per. (f t) * 77.57 * 10.9E * 23.49 * Min Ch E1 (ft) * 663.63 * Shear (lb/sq ft) 1.08 * 1.7E * 1. 00 * Alpha * 1.42 * Stream Power (lb/ft s) * 2.61 * 8.80 * 2.29 * FrCtn Loss (f t) * 1. 99 * Cum Volume (acre-f t) * 1,54 * 1.75 * 2.93 * C & E Losa (f t) * 0.00 * Cum SA (acres) * 1,00 * 0.72 * 1.59 Warning; The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile )kPF 3 * E.G. Elev (f t.) * 887 .36 * Element * Left OH * Channel * Right OB * Vel Head (ft) * 0. 13 * Wt. n-Val. * 0.090 * 0.060 0.090 * W.S. Elev (f t) * 887.23 * Reach Len. (f t) * 231.00 * 231.00 * 231.00 * Crit W,S. (f t) * * Flow Area (sq ft) * 136.04 * 29.53 * 55.99 * E.G. Slope (ft/f t) *0.009323 * Area (Sq ft) * �136.04 * 29.53 * 55.99 * Q Total (cfs) * 500.00 * Flow (cfs) * 276.59 * 136.7E * 86.65 * Top Width (f t) * 162.68 * Top Width (ft) * 94.38 * 10.00 * 58. 51 * Vel Total (ft/s) 2.2E * Avg. Vel. (ft/s) 2.03 9.63 1.55 * Max Chl Dpth (ft) * 3,60 * Hydr. Depth (ft) 1.44 2.95 0.9E * Conv. Total (c fs) * 5178.4' * Conv. (cfs) * 2864.5 * 141E .4 * 897.4 * Length Wtd. (ft.) * 231.00 * Wetted Per. (f t) * 94.45 * 10.9E * 58.54 __a I P, i �` � �' � � i j. �; �� "- '. _ __i e - , . � � � u � � j � N a � � 9 i a �'�,. �I �� „ w040826eCulv.rep -� ��' * Min Ch E1 (f t) * 683.63 * Shear (lb/eq ft) * 0.84 * 1.57 * 0. 56 I �, * Alpha * 1.68 * Stream Power (lb/ft s) 1.70 * 7.27 * 0. 66 * I". * 2.00 * Cum Volume (acre ft) * 1.51 * 1.56 * 2.92 * * C & E LOSS (f t) * 0 00 * Cum SA (acres) * 1. 65 * 0.72 * 2.44 * ," � ***Frc *ta*Loss*(**) * + + *+* .*****************:++***.*******+**x***.********+*****************.****+**+***+* i Warning: The energy toss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indreate the need for additional cross sections. �+ j CROSS SECTION OOTPUT Profile #PF 4 - **E*G�*Elev*(f t)************886*94****Element*******************Left*OH****Channel***Right*OH** _I � 'sl * Vel Head (f t) * 0.12 * WC. n-Val. * 0.090 * 0.060 * 0.090 9' * W.S. Elev (f t) * 806.62 * Reach Len. (ft) * 231. 00 * 231. 00 * 231. 00 * 1i * Crit W.S. (f t) * * Flow Area (sq ft) * 98.02 * 25.44 * 34.21 * � * E.G. Slope (ft/ft) *0.009663 * Area (sq ft) * 96.02 * 25.44 * 34.21 ,'.ry * q Total (cfs) * 320. 00 * Flow (cfs) * 166. 63 * 108.62 * 44.75 * ��� * Top Width (f t) * 148.65 * Top Width (ft) * 91.39 * 10.00 * 47.27 * _. � �� * Vel Total (ft/s) * 2. 03 * Avg. Vel. (ft/s) * 1. 70 * 4.27 * 1.31 * '�- _ �. * Max Chl Dpth(f t) * 3.19 * Hydr. Depth (f t) * 1. 07 * 2.54 * 0.72 * * Conv. Total (cfs) * 3255.3 * Conv. (cfs) * 1695.1 1105.0 * 455.2 * �„ * Length Wtd. (ft) 231. 00 * Wetted Per. (ft) * 91.43 * 10.96 * 47.29 1� * Min Ch El (ft) 863.63 * Shear (lb/sq ft) * 0.65 * 1.40 * 0.44 * u "qS1 * Alpha * � 1.93 * Stream Power (lb/ft s) * 1. 10 * 5.96 * 0.57 * 9� �i * Frctn Loss (f t) * 2.02 * Cum Volume (acre-f t) * 0.84 * 1.24 * 1.83 * 3� * C & E Loss (f t) * 0.00 * Cum SA (acres) * 1. 16 * 0.69 * 1.92 * i, .+..**.****+..******..**..*..***.*.****.**.*.**.*.**...**..****.********..******.************** 1= Warnin The a loss g: nergy was greater than 1.0 ft (0.3 m). between the current and previous cross .I section. This may indicate the need for additional cross sections. - k� CROSS SECTION OOTPUT Profile ((PF 5 ' �' 1 **E*G**ESeV*(f t)************886*48****Element*******************Left*OH****Channel***Rrght*OB** ,,( * Vel Head (f t) * 0. 13 * Wt. n Val. * 0.090 * 0.060 0.090 * J, * W.S. EleV (f t) * 886.35 * Reach Len. (f t) * 231.00 * 231.00 * 231.00 * ;� ) * Crrt W.S. (ft) * * Flovr Area (sq ft) * 55.56 20.69 * 15.35 * E.G. Slope (ft/f C) *0.011050 * Area (sq ft) * 55.56 * 20. 69 * 15.35 * Q Total (cfs) * 170.00 * Flow (cfs) * 71, 44 * 82.26 * 16.30 * Top Width (f t) * 129.15 * Top Width (ft) * 87.11 * 10.00 * 32.04 * � �� * Vel Total (ft/s) * 1.86 * Avg, Vel. (ft/s) * 1.29 * 3.98 * 1. 06 ,. * I Y1J * Max Chl Dpth (ft) * 2.72 * Hydr. Depth (ft) 0.64 * 2.07 0.46 * a�; * Conv. Total (cfs) * 1617.2 * Conv. (cfs) * 679.6 * 782.6 * 155.0 * Length Wtd. (f t) * 231.00 * Wetted Per. (ft) * 67. 13 * 10.96 * 32.05 * � ! * Min Ch E1 (f t) * 663,63 * Shear (16/aq ft) * 0.44 * 1.30 * 0.33 * i * Alpha * 2.45 * Stream Power (lb/ft s) * 0.57 * 5.16 * 0.35 4 � , * Frctn Loss (f t) 2.01 * Cum Volume (acre-ft) * 0.37 * 0.89 * 0.96 * C & E LO65 (f t) * 0.01 * Cum SA (acres) * 0.77 * 0.62 * 1.37 *r,r*************.***.************** Warning; The e ergy loss w s greater than 1.0 ft (0.3 m). between the c ent and previous cross ! section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: Sear Creek REACH: Bear Creek RS: 836 - Page 9 w040826eCulV.rep INPUT Description: Station B+36 Station Elevation Data num= 23 Sta E1ev Sta Elev Sta Elev Sta Elev Sta Elev +*.*.*+****.**x*******+***+************.****+**.************.***********.*****+* 0 898 32 892 39 ' 891 45 890 53 889 63 888 75 887 90 886 122 885 162 882.84 165 881.99 167 881. 637 169 862.07 173 683.15 250 884 276 885 299 686 320 887 345 888 369 889 386 890 397 691 409 892 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .09 162 ,06 173 .09 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 162 173 216 216 216 ,l ,3 CROSS SECTION OUTPUT PYofile #PF 1 **.***+**+********.**.**+*************+**+*...*w**********+**.*************e***+******+***+*.*+ * E.G. Elev (ft) * 885.52 * Element * Left OB * Channel * Right OB * Vel Head (f t) * 0. 14 * Wt, n-Val. 0.090 * 0.060 0.090 * W.S. E1ev (ft) * 685.36 * Reach Len. (f C) * 216.00 * 216.00 * 216.00 * Crit W.S. (f t) * * Flow Area (sq ft) * 60.74 * 33.77 * 163.59 * E.G. Slope (ft/f t) *0.008695 * Area (sq ft) � * 60.74 * 33.77 * 163.59 * Q Total (cfs) * 590.00 *' Flow (cfs) * 103 .40 * 161. 96 324.64 * Top Width (ft) * 174. 93 * Top Width (f t) * 52.18 11. 00 * 111. 75 * Vel Total. (ft/s) * 2.29 *.Avg. Vel. (ft/s) * 1.'70 * 4.80 * 1. 96 * Max Ch1 Dpth (ft) 3.54 * Aydr. Depth (Pt) * 1, 16 * 3.07 * 1.46 * Conv, Total (cfs) * 6327.3 * Conv. (cfs) * 1108.9 * 1737.0 * 3981.5 * Length Wtd. (f t) * 216. 00 * Wetted Per. (ft) * 52.24 11.28 * 111. 79 * Min Ch E1 (f t) * 861.84 * Shear (ib/sq ft) * 0.63 * 1.62 * 0.79 * Alpha * 1.72 * Stream Power (lb/ft s) * 1. 07 * 7.79 * 1.58 * Frctn Loss (f t) * 1.22 * Cum Volume (acre-ft) * 1.37 * 1.53 * 2.99 * C & E Loss (ft) 0.02 * Cum SA (acres) 1.45 * 0.66 * 2.13 Warning; The conveyance ratio (upstream conveyance divided by downstream conveyance) is less Lhan 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning; The e ergy loss was greater than 1.o ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Prof lle ()PF 2 +***+******.***+*.a*******.***.r***********.************.s****.********e****z.***.**.****x****** * E.G. Elev (ft) * 885.68 * Element * Left oB * Channel * Right OB * Vel Head (ft) * 0. 15 * Wt. n-Val. * 0.090 * 0. 060 * 0.090 * W.S. Elev (f t) * 885.53 * Reach Len. (f t) * 216.00 * 216.00 * 216.00 * Crit W.S. (f t) * * Flow AYea (sq ft) * 46.12 35.41 * 139.57 * E.G. Slope (ft/f t) *0,007829 * Area (aq ft) * 46. 12 * 35.41 * 139.57 * Q Total (cfs) * 590.00 * Flow (cfs) * 105.50 * 166.38 * 318.13 * Top Width (PC) * 103.00 * Top Width (ft) 22.00 * i1. 00 * 70.00 * Ve7. Total (ft/s) 2.67 * Avg. Vel. (ft/S) 7.. 29 9.70 2.29 * Max Chl Dpth (ft) * 3.69 * Hydr. Depth (ft) * 2. 10 3.22 1. 99 * Conv. Total (cfs) 6667.9 * Conv. (cfs) * 1192 .3 1880.3 * 3595.4 * Length Wtd. (f t) * 216. 00 * Wetted Per. (ft) * 23.53 * 11.28 * 71.61 Page 10 * � � '' li F9 € i � _ o H d � i� ! i c - i" _ k � E a r ii w040626eCulv.rep * Min Ch E1 (f t) * 881.84 * Shear (lb/sq ft) * 0.96 * ].. 53 * 0.95 * ' * Alpha * 1.90 * Stream Power (lb/ft s) * 2.19 * 7.21 * 2.17 * Frctn Losa (ft) * 1.30 * Cum Volume (acre-f t) * 1.04 1. 57 * 2.46 * C & E Loss (ftj � 0.02 * Cum SA (acres) * 0.79 * 0.66 1.35 **.*.*.***.*+*****************+*+***********.*+****.*****.******.**.w***.*+.**.*++**.*++.**++*+ ' Warning: The energy loss was greater than ]..0 ft (0.3 m). between the c ent and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 3 ***.**************************+****«ee****+*******+.*+.*******r*�.r**.****.********x*+..*****+*+* * E.G. Elev (f t) * 885.36 * Element * Left OH * Channel * Right OS * Vel Head (f t) * 0. 12 * Wt. n-Val. * 0.090 * 0.060 * 0,090 * �. * W.S. Elev (fit) * 885.24 * Reach Len. (f t) * 216.00 * 216. 00 * 216.00 * Crit W.S. (f t) * Flow Area (sq ft) * 53.68 * 32.21 * 148.01 * E.G. Slope (ft/ft) *0.008060 * Area (sq fC) * 53.68 * 32.21 * 148.01 * Q Total (cfs) * 500.00 * Flow (cfs) * 86.06 * 144. 14 * 269.79 * * Top Width (f t) * 167,15 * Top Width (f t) * 47.65 * 11. 00 * 108.50 * Vel Total (ft/s) * 2.14 * Avg. Vel. (ft/s) * 1.60 * 4.48 * 1.82 * Max Chl Dpth (f t) * 3.40 * Hydr. Depth (f t) * 1. 13 * 2. 93 * 1.36 * Conv. Total. (cfs) * 5569.3 * Conv. (cfs) 958.6 * 1605.5 * 3005.1 * Length Wtd. (f t) * 216.00 * Wetted Per. (ft) * 47.71 * 11. 28 * 108. 53 * Min Ch E1 (ft) * 881.84 * Shear (1b/sq ft) * 0.57 * 1. 44 * 0.69 * Alpha * 1.75 * Stream Power (lb/ft a) * 0.91 * 6.43 * 1.25 * Rretn Loss (ft) 1.42 * Cum volume (acre-f t) 1.01 * 1. 40 * 2.36 * C & E LoaS (f t) * 0.01 * Cum SA (acres) * 1.27 * 0.66 * 2.00 *****.+****a**.*********************:*++**+*.+*****.*****�.r**ee*********+**********+*..*+*x*+**+ Warning: The energy loss w s greater than 1.0 ft (0.3 m). between the c ent and previous crow section. This may indicate the need for additional cross sections. CROSS SECTION OWTPOT .Profile #PF 4 **x*******++************x-**********++*++****.+***.+++***********+********+***++..**+*+**+*****• * E.G. Elev (f tJ * 884.92 * Element * Left OB * Channel * Right OB * * Ve1 Head (f t) * 0.11 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. Elev (f tJ * 884.61 * Reach Len. (ft) * 216.00 * 216.00 * 216.00 * Crit W.S. (f t) * Flow Area (sq ft) * 35.82 27.46 * 103 .33 * E.G. Slope (ft/f t) *0.007980 * Area (sq ft) * 35.82 * 27.46 * 103 .33 * Q Total (cfs) * 320.00 * Flow (cfs) * 52.20 * 109.92 * 157.88 * Top Width (PC) * 145.41 * Top Width (ft) * 36.43 * 11.00 * 97.98 * Ve1 Total (ft/s) 1. 92 * Avy. Vel. (ft/s) * 1.46 * 4.00 1.53 * Max Chl Dpth (f t) 2.97 * AydY. Depth (ftj * 0.98 * 2,50 * 1,05 * Conv. Total (cf 9) * 3582,1 * Conv. (cfs) 584.4 1230.5 * 1767.3 * Length Wtd. (f t) * 216.00 * Wetted Per. (ft) * 36.48 * 11. 28 * 98.00 * Min Ch E1 (ft) * 881. 84 * Shear (lb/sq ft) * 0.49 * 1.21 0.53 ' * Alpha * 1. 90 * Stream Power (lb/ft s) * 0.71 * 4.85 0.80 * Frctn Loss (ft) * 1.44 * Cum Volume (acre-ft) * 0.49 * 1. 10 * 1. 46 * ' * C & E Losa (ft) * 0.01 * Cum SA (acres) 0.84 * 0.64 * 1.54 *******x**.*.r*****w***+***++***r..**�.r**w**************.+**++*******.x*x*********+e*+*****+***** '. Warning: The e ergy loss was greater than 1.0 ft (0.3 m). between the c rrent and previous cross - section. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile #PF 5 � ', * E.G. Elev (ft) * 884.45 * Element * Left OB * Channel * Right OB Page 11 ___k I [ � I i i i` j; I i w040626eCuly.rep * Vel Head (ft) * 0.09 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. EleV (ft) 884.37 * Reach Len. (f t) * 216.00 * 216.00 216 .00 * Crit W.S. (f t) * FloW Area (sq ft) * 21.64 * 22. 64 62.89 * E.G. Slope (ft/f t) *0.007017 * Area (sq ft) * 21.64 * 22.64 * 62.89 * Q Total (cfs) * 170.00 * PloW (cfs) * 25.00 * 74.72 * 70.28 * Top Width (f t) � * 125.90 * Top Width (f t) * 28.31 * i1. 00 * 86.59 * Vel Total (ft/s) * 1: 59 * Avg. Vel, (ft/s) * 1.16 * 3.30 * 1. 12 * Max Chl Dpth (ft) * 2. 53 * Hydr. Depth (ft) * 0.76 * 2.06 0.73 * Conv. Total (cfs) 2029.4 * Conv. (cfs) * 298.4 * 892,0 * 839.0 * Length Wtd. (f t) * 216. 00 * Wetted Per. (f t) 28.35 11.28 * 86.60 * Min Ch E1 (f t) 881. 84 * Shear (lb/sq ft) * 0.33 * 0.88 * 0.32 * Alpha * 2.19 * Stream Power (lb/ft s) * 0.39 * 2.90 * 0.36 * Frctn Loss (f t) * 1.54 * Cum Volume (acre-f t) * 0. 17 � 0.78 * 0.75 * C k E Loss (ft) * 0.00 * Cum SA (acres) 0.47 * 0. 56 * 1. OS Warning; The e ergy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. Thi smay indicate the need for additional cross sections. CROSS SECTION RIVER: Bear Creek ' REACH: Bear Creek RSf 620 ' INPUT Description: Station 6i�20 Station Elevation Data num= 29 Sta Elev SCa Elev Sta Elev Sta Elev Sta Elev *.«+*«.x**r*****.***«*.*********************.*+*.************************«*.**++ 0 899 21 698 33 897 47 896 58 895 100 889 103 888 128 888 133 887 150 886 164 885 195 884 233 883 249 882. 13 251 880.8 255 880.16 257 880.78 259 881.96 350 882 379 883 405 684 422 885 430 886 470 887 463 888 491 889 519 890 536 891 556 892 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val **«***.***.*******.**.**..*..*.w**.*«.*w*..*..** �. 0 .09 299 .06 259 .09 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 249 259 132 132 132 .1 .3 CROSS SECTION OUTPUT Profile iiPF 1 .*.+:*x.**.+***********e******e*****+*************+*+****+**++********+**r**.*xx*.**r********+* * E.G. Elev (ft) * 884.29 * F.l ement * Left OB * Channel * Right OB * * Vel Head (f t) * 0.06 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. Elev (ft). * 884.23 * Reach Len. (ft) * 132.00 132.00 132.00 * Crit W.S. (ft) * * Flow Area (sq ft) 55.03 33.74 * 273.94 * E.G. Slope (ft/f t) *0.003951 * Area (sq ft) * 55,03 * 33.74 * 273.99 * Q Total (cfs) * 590.00 * Flow (cfs) * 53.28 * 111.78 * 424.94 * Top Width (ftj * 220.91 * Top Width (f t) * 61.05 10.00 * 199.86 * Vel Total (fC/s) * 1. 63 * Avg. Vel. (ft/s) * 0. 97 3.31 1.55 * Max Chl Dpth (f t) 4.07 * Hydr. Depth (f t) 0.90 3.37 1.83 * Conv. Total (cfs) 9386.4 * Conv. (cfs) 647.6 1778.4 * 6760.4 * Length Wtd. (f t) * 132.00 * Wetted Per. (f t) * 61.09 10.87 * 149.91 * Min Ch E1 (f t) * 880. 16 * Shear (lb/aq ft) * 0.22 * 0.77 * 0.45 Page 12 � � h � __ � -� H � � 6 � � w040826eCulv.rep * Alpha * 1. 47 * Stream Power (lb/ft s) * 0.22 * 2.54 * 0.70 * Frctn Loss (f t) * 0.32 * Cum Volume (acre-f t) * 1.09 * 1.36 * 1. 90 * C & E Loss (f t) * 0.00 * Cum SA (acres) * 1. 17 0.61 1.48 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1. 4. This may indicate the need for additional cro0s sections. CROSS SECTION OUTPUT Profile RPP 2 * F.,G, Elev (f. t) * 884.37 * Element * Left OB * Channel * Right OB * Vel Head (f t) * 0.09 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. Elev (f t) * 884.26 * Reach Len. (f t) * 132,00 * 132.00 132,00 * Crit W.S. (f t) * Flow Area (sq ft) * 31.09 * 34.23 * 213 .44 * * E.G. Slope (ft/f t) *0.004771 * Area (sq ft) * 31.09 * 34.23 * 213 .94 * Q 1'o tal (cfs) * 590.00 * Flow (cfs) * 47.23 * 125.83 * 416.94 * Top Width (f t) * 122.00 * Top Width (ft) * 19.00 * 10,00 * 93.00 * Vel Total (ft/s) * 2. 12 * Avg. Vet. (ft/s) * 1.52 * 3.68 * 1.95 * Max Chl Dpth (ft) * 4. 12 * Hydr. Depth (f t) * 1.64 * 3.42 * 2.30 * Conv. Total (cfs) * D541.6 * Conv. (cfs) * 683.8 * 1621.E * 6036.2 * Length Wtd. (f t) 132.00 * Wetted Per. (f. tj * 20.22 * 10.87 * 95.21 * Min Ch E1 (f C) * 860. 16 * Shear (lb/sq ft) * 0.4E * 0. 94 * 0. 67 * Alpha * 1.29 * Stream Power (lb/ft s) * 0.70 * 3.45 * 1.30 * Frc to Loss (ft) * 0.32 * Cum Volume (ac e-f t) * 0.85 * 1.40 * 1. 58 * C & F. boss (f t) 0.01 * Cum SA (acres)r 0.64 0.61 0. 95 Warning: The conveyance ratio (upstream c veyance divided by downstream c veyance) is less than 0.7 or greater than 1.9. This may indicate the need for additional cross sections . CROSS SECTION OUTPUT Profile �PF 3 *****+**+***+****+*.***..**.x*+******.+*+**+**+**.**.****.r******+***+*++«*********************+ * E.G. Elev (f t) * 883.93 * Element * Left OB * Channel * Right OB * Vel Read (f t) * 0.07 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. Elev (f t) * 8D3.86 * Reach Len. (f t) * 132.00 * 132.00 * 132.00 * Crit W.S. (ft) * Flow Area (sq ft) * 34.55 * 30.02 * 219.48 * E.G. Slope (ft/ft) *0.005476 * Area (sq ft) * 34.55 * 30.02 * 219.48 * Q Total (cfs) * 500.00 * Flow (cfs) * 33.65 * 108.33 * 358.02 * Top Width (f t) * 200.75 * Top Width (f t) * 48.51 * 10.00 * 192.24 * Vel Total (ft/s) * 1.7E * Avg. Vel. (ft/s) * 0.97 * 3.61 * 1.63 * Max Chl Dpth (f t) * 3.70 * Hydr. ➢epth (f t) * 0.71 * 3.00 * 1.54 * Conv. Total (cfs) * 6756.E * Conv, (cfs) * 454.7 * 1463.9 * 4837.9 * Length Wtd.(f t) * 132.00 * Wetted Per. (ft) * 48. 59 * 10.87 * 142.27 * Min Ch E1 (ft) * 880.1E * Shear (lb/sq ft) * 0.29 * 0.94 * 0.53 * Alpha * 1.55 * Stream Power (lb/ft s) * 0.24 * 3.41 * 0.6E * Fretn Loss (ft) * 0.53 * Cum Volume (acre-f C) * 0.79 * 1.24 * 1.47 * C & E Loss (£t) 0.00 * Cum SA (acres) 1. 04 0.61 1.38 *«*+******+****w*+******************e**************************+**+**+***:*+****+*ax***+**+**** CROSS SECTION OUTPUT Profile HPF 4 **+******x****************+*++*+*+**+*+******.**..+*.****+***.**.*r****.********+*.a*.****+:*** * E.G. ELev (ft) � * 883.47 * Element * Left OB * Channel * Right OB * Vel Head (f t) * 0.07 * Wt. n-Val. * 0.090 0.060 0.090 * W.S. Elev (PC) * 883.40 * Reach Len. (f t) 132.00 * 132.00 * 132.00 * Crit W.S. (ft) * * Flow Area (sq ft) * 16.4E * 25.49 * 157.64 * E.G. Slope (ft/f t) *0.005686 * Area (sq ft) * 16.4E * 25.49 * 157.64 Page 13 w040826eCulv.rep * Q Total (cf e) * 320.00 * FLOw (cfs) * 13.35 * 84.02 * 222. 63 * Top Width (f t) * 171. 72 * Top Width (ft) * 31. 27 * 10 .00 * 130.45 * Vel. Total (ft/s) * 1.60 * Avg. Vel. (ft/s) * 0.81 3.30 1.41 * Max Chl Dpth (f t) * 3.24 * Hyd r. Depth (ft) * 0.53 * 2.55 * 1.21 * Conv. Total (cfs) * 4243.7 * Conv. (cfs) * 177.0 * 1114.2 * 2952.5 * Length Wtd. (ft) * 132.00 * Wetted Per. (ft) * 31.30 * 10 .87 * 130.47 * Min Ch E1 (f t) * 880.16 * Shear (lb/sq ft) * 0.19 0.83 * 0.43 * Alpha * 1. 66 * Stream Power (lb/ft s) * 0. 15 * 2.74 * 0.61 * Frctn Loss (f C) * 0.78 * Cum Volume (acre-f t) * 0.36 * 0. 97 * 0.81 * ' * C & E Loss (f C) * 0.01 * Cum SA (acres) 0, 67 0.59 * 0.97 CROSS SECTION OUTPUT Profile #PF 5 .. * E.G. EleV (f t) 882.91 * Element * Left OH * Channel * Right OB * Ve1 Head (f t) * 0.07 * Wt, n-Val. * 0.090 * 0.060 * 0.090 * W.S. Elev (ft) * 882.84 * Reach Len. (f t) * 132.00 * 132.00 * 132.00 * Crit W.S. (f t) * fl82.49 * Plow AYea (sq ft) * 4.65 * 19. 88 * 8fl.61 * E.G. Slope (ft/f t) *0.007215 * Area (sq ft) - * 4.65 * 19. 88 * 88.61 * Q Total (Cfs) * 170,00 * Flow (Cf s) * 3.27 * 62.54 * 104.19 * Top Width (ft) 138.47 * Top Width (f t) * 13.08 * 10.00 115.39 * Vel Total (ft/s) * 1.50 * Avg. Vel. (ft/s) * 0.70 * 3.15 * 1. 18 * Max Chl. Dpth (f t) * 2.68 * Hydr. Depth (ft) 0.36 * 1.99 * 0.77 * Conv. Total (cfs) * 2001.5 * Conv. (cfs) * 38.5 * 736.4 * 1226.E * Length Wtd. (f t) * 132.00 * Wetted Per. (f t) * 13.10 * 10.87 * 115.40 * Min Ch E1 (ft) * 880.1E * Shear (lb/sq ft) * 0.1E * 0.82 * 0.35 * Alpha * 1.99 * Stream Pocuer (lb/ft s) * 0.11 * 2.59 * 0.41 * Frctn Loss (f t) * 1.23 * Cum Volume (acre-f t) * 0. 10 0.67 * 0.37 * C & E Loss (f t) * 0. 02 * Cum SA (acres) 0.3E * 0.51 * 0.55 **.*****.**.a*********+.**+.+*************e****.***+.*+**************a******++**..+++++*.+a**+. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: Bear Creek REACH: Bear Creek RS: 488 INPUT nescription Station Elevation Data num= 26 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ****«**O*****898wwwwww40wwwww895wwwwww95**+**890www*w100w****889wwwww106ww**w888 118 887 148 886 165 885 175 884 187 883 268 881.7 278 879.2 282 878.752 290 878. 93 292 881.69 344 882 387 8fl2 412 883 432 884 437 884 449 885 458 886 470 687 480 888 488 869 502 890 Manning�s n Values num= 3 Sta n Val Sta n Val Sta n Val .*+*x.*«.**.*+*******+.*.++*++****.***.**..*.*** 0 ,09 268 .06 292 ,09 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 268 292 15 15 15 .3 .5 Page 14 k 1 G fi � - � _, � � � -� i a -, w040826eCuly. rep ' CROSS*SECTION OOTP*T****P*o*****ttPF** * ******xxxxxxxxxxxx** x xx •* x **+ ****+ *«xxx ** •*xxxx** * * + * * * * xxxx *xxxxxx •***** +* * E,G. Elev (f tj * 883.96 * Element * Left OB * Channel * Right OB * Ve1 Head (f t) * 0.05 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S, Elev (f t) * 883.91 * Reach Len. (f t) * 15.00 * 15.00 * 15.00 * Crit W.S. (£t) * * Flow Area (sq ft) 131.75 * ].02.20 * 233.66 * E.G. Slope (ft/ft) *0.001637 * Area (sq fC) 131.75. 102.20 * 233.66 * Q Total (cfs) * 590. 00 * Flow (cfs) * 111.81 * 256.77 * 221.42 * Top Width (ft) * 254.27 * Top Width (f t) * 91.98 24.00 * 138.29 * Vel Total (ft/s) * 1.26 * Avg. Vel. (ft/s) * 0.85 * 2.51 * 0.95 * Max Ch1 Dpth (f t) * 5.16 * Hydr. Depth (ft) 1.43 * 4.26 * 1. 69 * Conv. Total (cfs) * 14581.1 * Conv. (c£s) * 2763.2 * G345.6 * 5472,2 * Length Wtd. (ft) * 15.00 * Wetted Per. (ft) * 92.02 * 25,74 * 138.34 * Min Ckl E1 (ft) * 878.75 * Shear (lb/sq ft) * 0.15 * 0.41 0. 17 * Alpha * 2,02 * Stream Power (lb/ft s) * 0.12 * 1.02 * 0. 16 * Frctn Loss (ft) * 0.03 * Cum Volume (acre-f t) * 0.80 * 1. 16 * 1. 13 * C & E Loss (f t) * 0.01 * Cum SA (acres) * 0.94 * 0.56 * 1. OS x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+.+.**.***.«*.*+**++******xxxxx CROSS SECTION OUTPUT Profile ((PF 2 *.**.*********xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx**+*+*xx*+****+xx*+**xxxx***xxx * E.G. Elev (ft) * 884. 03 * Element Left OB * Channel * Right OB * Vel Head (f t) * 0.05 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. Elev (ft) * 883.98 * Reach Len. (f t) * 15,00 * 15.00 * 15.00 * Crit W.S. (f t) * * Flow Area (sq ft) * 138.10 * 103 .85 * 243.23 * E.G. Slope (ft/f t) *0.001487 * Area (sq ft) * 138.10 * 103 .85 * 243.23 * q Total (cfs) * 590.00 * Flow (cfs) * 114.57 * 251.32 * 224.11 * Top Width (ft) * 256.47 * Top Width (f t) 92.80 * 24.00 * 139. 67 * * Vel Total (ft/s) * 1. 22 *Avg. Vel. (ft/s) * 0.83 * 2.42 * 0. 92 * Max Chl llpth (ft) * 5,23 * Hydr. Depth (f t) * 1.49 * 4.33 * 1.74 * Conv. Total (cfs) * 15299.7 * Conv. (Cfs) * 2970.9 * 6517.3 * 5811.5 * Length Wtd. (£t) * 15.00 * Wetted Per. (f t) * 92.85 * 25.74 * 139.71 * Min Ch E1 (f C) * 878.75 * Shear (lb/sq ft) * 0,14 * 0.37 * 0.16 * Alpha * 2.00 * Stream Power (Sb/ft s) * 0.11 * 0.91 * 0.15 * Frctn Loss (f t) * 0. 03 * Cum Volume (acre-ft) * 0.59 * 1. 19 * 0.89 * C & E Loss (f.t) * 0.01 * Cum SA (acres) * 0.47 0.56 * 0.59 .*:.*x*****xxxxxxxxxxxxxxxxxxxxxxx**x*xx*xxxx*xxxxxxxxxxxxxxxxxx*xx*****«+xxx**.***.**++*+.*+++ CROSS SECTION OUTPUT Profile ))PF 3 x**xxxxxxxxxxxxxxxxxxx*xxxxxxxxx*xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+******xxxxxx*x**xxxx*****++• * E.G. Elev (ft) * 883.40 * Element * Left OB * Channel * Right OB * Vel Head (f t) * 0.09 * Wt. n-Val. * 0.090 * 0. 060 * 0.090 * W.S. Elev (ft) * 883.32 * Reach Len. (f t) 15.00 * 15.00 * 15.00 * Crit W.S. (f t) * Flow Area (sq ft) * 78.94 * 87.86 * 154.61 * * E.G. Slope (ft/ft) *0.003023 * Area (sq ft) * 76.94 * 87.86 * 154.61 * Q Total (cfs) 500.00 * Flow (cfs) * 68.29 * 271.16 * 160.55 * Top Width (f t) * 235.15 * Top Width (ft) * 84.80 * 24.00 * 126.34 * Ve1 Total (ft/s) * 1.56 * Avg. Vel. (ft/s) * 0.87 3.09 1. 04 * Max Chl Dpth (ft) * 4.57 * Hydr. Depth (ft) * 0. 93 3.66 * 1:22 * Conv. Total (cfs) * 9094.5 * Conv. (cfs) * 1242.2 * 4932.1 * 2920.2 * Length Wtd. (f t) * 15.00 * Wetted Per. (f t) * 84.83 * 25.74 * 126.37 * Min Ch E1 (ft) * 878.75 * Shear (lb/sq ft) * 0.18 0.64 * 0.23 * Alpha * 2.32 * Stream Power (lb/ft s) * 0.15 1.99 * 0.24 * Fretn Loss (f t) 0.06 * Cum volume (acre-f t) * 0.62 1.07 0.91 * * C & E Loss (ft) * 0.02 * Cum SA (acres) * 0.83 * 0.56 * 0. 97 Page 15 _� R � 8 i w 'l � Tr � � a E R � u w040826eCuly.rep ********«*****.****************.*++*****+.**********+.*+**.*+********sw******.*********w*w***** CROSS SF,CTION OUTPUT Prof il.e #PF 4 *«:+*essss*sssssssssssas**a*ss**sssssssssss*es*sssssssssssssssss*+************.**************** * E,G. Elev (ft) 882.68 * Element * Left OH * Channel * Right OB * Vel head (ft) * 0. 17 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. Elev (f t) * 882.51 * Reach Len. (f t) * 15.00 * 15.00 * 15.00 * Crit W,S. (f t) * * Flaw Area (sq ft) * 20.21 * 68.38 * 59.26 * E.G. Slope (ft/f t) *0.006131 * Area (sq ft) * 20.21 * 68 .38 59.26 * Q Total (cfs) * 320.00 * Flow (cfa) * 14.24 * 254 .30 * 51.46 * Top Width (ft) * 181.81 * Top Width (ft) * 50.10 * 24.00 * 107. 63 * Vel Total (ft/s) * 2.16 * Avg. Vel. (ft/s) * 0.70 * 3.72 * 0.87 * Max Chl Dpth (f t) * 3.75 * Hydr, Depth (f t) * 0,40 * 2.85 * 0.55 * Conv. Total (cfs) * 4006.9 * Conv. (cfs) * 1D 1.9 * 3297.7 * 657.2 * Length Wtd. (f t) * 15.00 * Wetted Per. (ft) * 50. 19 * 25.74 * 107.65 * Min Ch El (f t) * 878.75 * Shear (lb/sq fC) * 0. 15 * 1. 02 * 0.21 * Alpha * 2.38 * Scream Power (lb/ft s) * 0. 11 * 3.7D * 0.18 * F'rctn Loss (f t) * 0.20 * Cum Volume (ac a-£t) * 0.30 * 0.83 0.49 * C & E LOSS (f t) * 0. 23 * Cum SA (acrea)r * 0. 55 * 0. 53 0.61 «******+*********s*sssssssssss*ssssssssss*ss****ss**a**sssssssss++ss*+******+****************** Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional c ose aections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for addi ti.onal cross sections. CROSS SECTION OUTPUT Profile #PF 5 «*******.*******+.**+****:********.seas**+**+*ssssss*sasssssssss*****+++++************+***se*** * E.G. Elev (ft) * 881.66 * Element * Left OB * Channel. * Right OB * Vel Head (f t) * 0.25 * Wt. n-Val. * * 0.060 * W.S. Elev (ft) * 881.41 * Reach Len. (f t) * 15.00 * 15.00 * 15.00 * Crit W.S. (ft) * * Flow Area (sg ft) * * 42.27 * E.G. Slope (ft/f t) *0.012532 * Area (sq ft) * * 42.27 * Q Total (cfs) * 170,00 * Flow (cfs) * * 170.00 * Top Width (ft) * 22,63 * Top Width (ft) * * 22.63 * Vel Total (ft/s) * 4.02 * Avg. Vel. (ft/s) * * 4.02 * Max Chl Dpth (f t) * 2.66 * Hydr. Depth (ft)" * * 1. 87 * Conv. Total (cfs) 1518.E * Conv. (efs) * 1518.E * Length Wtd. (f t) * 15.00 * Wetted Per. (f t) * * 29.20 * Min Ch E1 (f C) * 878.75 * Shear (lb/sq ft) * * 1.37 * Alpha * - 1. 00 * Stream Power (lb/f-t s) * 5.50 * Fre to Loss (f t) * 0.31 * Cum Volume (acre-f C) * 0. 10 0.58 * 0.24 * C & E Loss (f t) 0.10 * Cum SA (acrea) * 0.34 0.4E * 0.38 s*s**sssssesssssss*as*ssssesssss**s***sss*sssssssssssssssss***a*ssssssssssss********sa*ssssssss Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for ,additional cross sections. CROSS SECTION RIVER: Bear Creek REACH: Bear Creek RS: 473 INPUT Description: Station Elevation Data num= 26 Hta Elev Sta Elev Sta Elev Sta Elev Sta Elev ***ssasssssssss*asaasssssssssssssss*sss*sassssssssssssas***s a*sssssssssssss***.* Page 16 _ r � � � � t �� Q � fi i i ti � w 040826eCulv.rep 0 898 40 895 95 890 100 889 108 868 118 887 148 686 165 885 175 884 185 883 7.66 881.7 276 879.2 280 878.592 288 876. 93 290 881.69 392 882 385 682 410 883 430 884 435 884 447 885 456 886 46fl 887 478 888 486 889 500 890 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val *.r**+*+*+**:.*****.*+..x*x***..*+********..*x** 0 .09 266 .06 290 .09 Hank Sta: Lett Right Lengths: .Left Channel Right Coeff Contr. Expan. 266 290 70 70 70 .3 .5 Ineffective Flow num= 2 ' Sta L Sta R Elev PeYmanent 888 F 868 F CROSS SECTION OUTPOT Profile #{PF 1 - ***a.******.************+**+**«***.**.**++.**+*****+*******.*********.**.**w***x************.*+ * E.G. Elev (ft) * 883.91 * Element * Left OH * Channel * Right OB * Vel Head (ft) * 0.10 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. Elev (ft) * 883.62 * Reach Len. (f t) * 70.00 * 70.00 70.00 * CritW.S. (ft) 882.58 * F1oty Area (sq ft) * 4.20 * 100.81 * 220.26 * E.G. Slope (ft/f t) *0.002717 * Area (sq ft) * 122.15 * 100.81 * 220.26 * '. * Q Total (ef s) * 590.00 * Flow (cfs) * 5. 93 * 323. 13 * 260.94 * Top Width (£t) * 249.51 * Top Width (ft) * 89. 17 * 24.00 * 136.34 * Vel Total (ft/s) * 1.61 * Avg. Vel.. (ft/9) * 1.41 * 3.21 * 1. 18 * Max Chi Dpth (f t) * 5.22 * Hydr. Depth (ft) * 2.10 * 4.20 * 1. 62 * Conv. Total (cf 9) * 11318 .5 * Conv. (ef e) * 113.8 * 6198.8 * 5005.9 * Length Wtd. (f t) * 70.00 * Wetted Per. (ft] * 2.00 * 25.77 136.38 * Min Ch E1 (f t) * 876.59 * Shear (lb/sq ft) 0.36 * 0.66 * 0.27 * Alpha * 1. 90 * Stream Power (lb/ft s) * 0,50 * 2.13 * 0.32 * FreCn Lo&9 (ft) * * Cum Volume (acre-£t) * 0.76 * 1. 12 * 1. OS * C & E Loss (ft) * * Cum SA (acres) * 0.91 * 0.55 * 1.00 CROSS SECTION OUTPUT PYof11e j{PF 2 +*******++**.*+**+**x************«+*+***++a*++*+x**++*+***********x+****++.*+*+*+****+********* * E.G. Elev (f t) * 683.98 * Element * Left OB * Channel * Right OB * Vel Head (f t) * 0.09 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. E1ev (ft) * 883.89 * Reach Len. (f t) * 70.00 * 70.00 * 70.00 * Crit W.S, (f t) * 882.58 * Flow Area (sq ft) * 4.35 * 102.63 * 230.66 * E.G. Slope (ft/f t) *0.002469 * Area (sq ft) * 128.95 * 102. 63 * -230.66 * Q Total (cfs) * 590.00 * Flow (cfs) * 6.00 * 317 .35 * 266.65� * Top Width (ft) * 251.78 * Top Width (f t) * 69. 93 * 24.00 * 137.86 * Vel Total (ft/s) * 1.75 * Avg. Vel. (ft/s) * 1.38 * 3.09 * 1.16 * Max Chl Dpth (f t) * 5.30 * Hydr. Depth (ft) * 2.18 4.28 * 1.67 * Conv. Total (cfs) * 11873.5 * Conv. (cfs) * 120.7 * 6386.5 * 5366.3 * Length Wtd. (ft) * 70.00 * Wetted Per. (f t) * 2.00 * 25.77 * 137.90 * Min Ch El (ft) * 878.59 * Shear (lb/ag ft) * 0.34 * 0.61 * 0.26 * Alpha * 1.89 * Stream Power (lb/ft s) 0.46 1.90 0.30 * FYctn Loss (it) * * Cum Volume (acre-f t) * 0,55 * 1. 15 * 0.81 * C & E boss (f t) * * Cum SA (acres) * 0.44 * 0.55 0.55 Page 17 �� '�r, w040826eCuly. rep CROSS SECTION OUTPUT Profile j{PF 3 _ **E*G**Elev*(f t)************883*33****Element************ ***Left*OB****ChannP.l***Right*OH** * Vel Head (f t) * 0. 16 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. Elev (ft) * 883.17 * Reach Len. (f t) * 70.00 * 70.00 70.00 * Crit W.S. (f t) 882.40 * Flow Area (eq ft) * 2.90 * 85. 18 *-135.67 * _� * E.G. Slope (ft/f t) *0.004919 * Area (sq ft) 66.18� 85. 18 * 135.67 * � * Q Total (cfs) * 500.00 * Flow (cfs) * 4.30 * 326.28 * 167.42 * Top Width (ft) * 229.96 * Top Width (f C) 82.65 * 24.00 * 123.31 * � ; * Vel Total (ft/s) * 2.23 * Avg. Vel. (ft/s) * 1.46 * 3.85 * 1.23 * � �� * MaX Chl Dpth (ft) * 4.57 * Hydr. Depth (fC) * 1.45 * 3.55 * 1. 10 * 4 * Conv. Total (cfs) * 7129.0 * Conv. (cfs) * 61.3 * 4680.7 * 2387.1 * i * Length Wtd. (f t) * 70.00 * Wetted Per. (ft) * 2.00 * 25.77 * 123.33 * Min Ch E1 (ft) * 878.59 * Shear (lb/sq ft) * 0.45 * 1.02 * 0.34 * Alpha * 2,06 * Stream PoweY (lb/ft s) * 0, 66 * 3.91 * 0.42 * FYctn Loss (f t) * * Cum Volume (acre-ft) * 0.59 * 1.04 * 0.66 i. * C & E Loss (f t) * * Cum SA (acres) * 0.81 * 0.55 * 0.93 * +�^ CROSS SECTION OUTPUT Profile #PF 4 (� **R*G**Elev*(f t)************882*26****Element*******************Left*Oa****Channel***Right*OH** * Vel Head (f t) * 0.93 * Wt. n-Val. * 0.060 * W.S. El.ev (f t) * 681,32 * Aeach Len. (ft) * 70.00 * 70.00 * 70.00 * Crit W,S. (f t) * 881.32 * Flow Area (sq ft) * * 41.33 * * _ * E.G. Slope (ft/f t) *0.046738 * Area (sq ft) * * 41.33 * Q Total (cfs) * 320.00 * Flow (cfs) * * 320.00 * * ��ri * Top Width (ft) * 22.23 * Top Width (ft) * * 22.23 * * ' * Vel Total (ft/s) * 7.74 * Avg. Vel. (ft/s) * * 7. 74 * * `;" * Max Chl Dpth (f t) * 2.73 * Hydr. Depth (f t) * * 1.86 * Conv. Total (cfa) * 1480.2 * Conv. (cfs) * * 1460.2 * _ * Length Wtd. (f t) * 70.00 * Wetted Per. (f t) * * 23.77 * Min Ch E1 (f t) * 878.59 * Shear (lb/sq ft) * * 5.07 * * "� * * Alpha * 1.00 * Stream Power (lb/ft s) * * 39.28 * Frctn Loss (f t) * * Cum Volume (acre -f t) * 0.30 * 0.81 * 0.48 * �� Y * C & E Loss (f t) * * Cum SA (acres) * 0.54 * 0.53 * 0.59 * ._( Warning: The parabolic search method failed to c erge on critical depth. The program will try the ross section slice/secant method to findvcritical depth. Warning: During subcritical analysis, the water surface upstream of culvert went to critical depth. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. - CROSS SECTION OUTPUT Profile NPF 5 .4 **E*G**Elev*(f L)******** ***8D1*25****Element*******************Left*OH****Channel***Right*OB** � x w 1 5, * Vel Head (f t) * 0.58 * Wt. n-Val. * * 0.060 * * '_;.. * W.S. Elev (f t) * 880.67 * Reach Len. (Et) * 70.00 * 70.00 * 70.00 * Crit W.S. (f t) * 880. 54 * Flow Area (sq ft) * * 27.72 * * �-. * E.G. Slope (ft/f t) *0.040326 * Area (sq ft) * * 27. 72 * Q Total (cfs) * 170.00 * Flow (ef s) * * 170.00 * * � * Top Width (ft) * 19.12 * Top Width (ft) * * 19. 12 * * �� �• ' * Vel Total (ft/s) * 6. 13 * Avg. Ve1.. (ft/s) * * 6. 13 ii * Max Chl Dpth (ft) * 2.07 * Hydr. Depth (ft) * * 1.45 Page 18 � � ��` � � � i � i i � i 3 � � � i � i W 040826eCuly. rep * Conv. Total (ef s) * 846.6 * Conv. (cfs) * * 846.6 * Length Wtd. (ft) 70.00 * Wetted Per. (f t) * * 20.24 * Min Ch E1 (ft) * D78.59 * Shear (lb/aq ft) * * 3.45 * * Alpha * 1. 00 * Stream Power (lb/ft s) * * 21. 14 * * Fre Cn Loss (f t) * * Cum Volume (ac e-f t) * 0. 10 * 0.57 * 0.24 * C & E Loss (f t) * Cum SA (acres)r * 0.34 * 0.45 0.38 CULVERT RIVER: Bear Creek REACH: Hear Creek RS: 438 - INPUT Description: Distance from Upstream XS = 20 Deck/Roadway Width = 30 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinatea num= 6 Sta Hi Cord Lo COrd Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord *+**«***.*.+++***.***********+.**.****.x**********.****+a****+********** 0 886.23 100 886.37 200 867.01 300 887.66 � 400 888.31 500 888.95 Upstream Bridge Cross Section Data Station Elevation Data num= 26 Sta Elev Sta E1ev Sta Elev Sta Elev Sta Elev **+.*..*w***********:**************:*+a*******:r*****.*.***+******+******s+****** 0 898 40 895 95 890 100 889 108 886 118 887 148 886 165 885 175 884 185 683 266 881.7 7,76 879.2 280 878.592 288 878. 93 290 881.69 347. II82 38S fl82 410 883 430 884 435 684 447 885 456 866 468 867 978 888 486 889 500 890 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .09 266 .06 290 .09 Bank Sta: Left Right Coeff Contr. Expan. 266 290 ,3 .5 ineffective Flow num= 2 Sta L Sta R Elev Permanent 888 F 888 F Downstream Deck/Roadway Coordinates num= 6 Sta Hi Cord Lo Cord Sta Hi Cord Lo COrd Sta Hi Cord Lo Cord *+.*.**e*****++*******.****.********+***++:*.****++**a********+********* 0 886.23 100 886.37 200 887.01 300 887.66 400 688.31 500 888.95 Downstream Dridge Cross Section Data S tatlon Elevation Data num= 7.4 SCa Elev Sta Elev Sta Elev Sta E1ev Sta Elev Page 19 i w040826eCulV.rep 0 8fl9 20 flfle 32 887 50 886 68 885 86 684 138 883 158 882 203 880.87 209 879.66 214 877.845 222 87B.09 229 880.85 250 ➢O1 313 882 328 683' 342 884 364 685 380 .666 392 887 407 688 432 688 455 090 480 891 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ....*+*******+e++****.**+*****e****.*+*....***.* 0 .09 203 .06 229 .09 Bank Sta; Left Right Coeff Contr. Expan. 203 229 .3 .5 Ineffective Flow num= 2 Sta L SL'a R Elev Permanent 886 F' ➢88 F Upstream Embankment side slope = 2 horiz. Co 1.0 vertical Downstream Embankment side slope = 2 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used i spillway design = Spillway heighC used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Pipe Areh 4.5 5.97 PkiWA Chart # 39- 18 inch corner radius; Corrugated metal FHWA Scale # 3 - Projecting Solution Criteria = [iighest U,S. EG Culvert Upstrm Dist Length n Value Entrance Loss Coef Exit Loss Coef 5 60 .024 .9 1 Number of Barrels = 4 Upstream Elevation = 878.5363 Centerline Stations S ta. Sta. Sta. Sta. 26'7 273 279 285 Downstream Elevation = 877.8983 Centerline Stations S ta. Sta. Sta, Sta. 203 209 215 221 CULVERT OUTPUT Profile #PF 1 Culvert ID Culvert #1 * Culy Q (cfs) * 590.00 * Culy Ful Lngh (ft) * # Harrele * 4 * Culy Vel US (ft/s) * 7.33 * Q Harrel (cf s) * 147.50 * Culy Vel DS (ft/s) * 6.96 * E.G. US. (f t) * 883.92 * Culy Inv E1 Up (f t) * 876.54 * W.S. IJS. (f t) * fl83.82 * Culy Inv El Dn (ft) * 877.90 * E.G. DS (ftj * 882.47 * Culy Frctn Ls (f t) 0.45 * W.S. DS (ft) * 881. 96 * Culy Ext Lss (ft) * 0.25 Page 20 a d p i � _ i _ k � P '� � i u w040826eCulv.rep * Delta EG (f t) * 1.45 * Culy Ent Las (ft) * 0.75 * Delta WS (f t) 1.86 * Q Weir (c£s) * * * E.G. IC (f C) 883.54 * Weir Sta Lft (ft) * E.G. OC (f t) * 883.92 * Weir Sta Rgt (f t) * Culvert Control Outlet * Weir Submerg * Culy WS Inlet (f t) 882 .33 * Weir Max Depth (ft) * Cu1v WS Outlet (f t) * 881.96 * Weir Avg Depth (ft) * Culy Nml Depth (fti * 3.13 * Wr Flw Area (aq ft) * Cu1v Crt Depth (ft) * 2.70 * Min E1 Weir Flow (f t) * 887.44 *+.*****x*******.++*******.**************w*******.**************e*«**++ CULVERT OUTPUT Profile #PF 2 ' Culvert ID Culvert #1 ********+******x.******+**.**.+:*+*.++****+*****+++**:+**.+z*********** * Culy Q (cfs) 590.00 * Culy Ful Lngh (ft) * i( Barrels 4 * Culy Vel US (ft/s) * 7.11 * Q Barrel (cfs) * 147.50 * Culy Vel DS (ft/s) * 6.89 * E.G. US. (f t) * 683.99 * Culy Inv E1 Up (ft) * 878.54 * W.S. US. (f t) * 883.89 * Culy Inv E1 nn (f t) * 877.90 * E.G. DS (ft) * 882.50 * Culy FYctn Ls (f t) * 0.44 * W.S. DS (f t) * 882.10 * Cu1v Ext Lss (f t) * 0.34 * Delta EG (f t) * 1.49 * Culy Ent Lss (ft) * 0.71 * Delta WS (ft) * 1.79 * Q Weir (cfs) * E.G. IC (ft) * 883.59 * Weir Sta Lft (f t) * E.G. OC (f C) * 883.99 * Weir Sta Rgt (f t) * CulverC Control * Outl,et * Weir Submerg * Culy WS T.nlet (f t) * 882.50 * Weir Max Depth (ft) * Culy WS Outlet (f t) * 882.10 * Weir Avg Depth (ft) * Culy Nml Depth (f t) * 3.13 * Wr Flw Area (eq ft) * Culy Crt Depth (f t) * 2.70 * Min E1 Weir Flow (ft) * 887.44 CULVERT OUTPUT Profile #PF 3 Culvert ID Culvert #1 *+*.r******+*.**.*+**x************+**++**+*****+**************x+****+*** * Culy Q (cfs) * 500.00 * Culy Ful Lngh (ft) * # Barrela * 4 * Culy Vel US (ft/s) * 6.61 * Q Barrel -(cfs) * 125.00 * Culy Vel DS (ft/s) * 6.09 * E.G. US. (f t) * 883.33 * Culy Inv E1 Up (ft) * 878.54 * W.S. US. (f t) * 683.17 * Culy Inv E1 Dn (ft) * 877.90 * E.G. DS (f t) * 882.27 * Culy FYctn La (f t) * 0.34 * W.S. DS (ft) * 881.79 * Culy ExC Lss (ft) * 0.10 * Delta EG (f C) * 1.05 * Cu1v Ent Lss (ft) * 0.61 * Delta WS (f t) * 1.37 * Q Weir (cfs) * E.G. IC (E t) 882.90 * Weir Sta Lf.t (f t) * E.G. OC (f t) * 883,33 * Weir Sta Rgt (f t) * Culvert Control * Outlet * Weir Submerg * Culy WS Inlet (f tj * 882.04 * Weir Max Depth (f t) * Culy WS Outlet (f t) 881.79 * Weir Avg Depth (f t) * Culy Nml Depth (f t) * 2.70 * Wr Flw Area (sq ft) * CulV Crt Depth (f t) * 2.44 * Min E1 Weir Flow (ft) 687,44 +**e**.*++********+*a*.+******+************a+******+******e********+*** CULVERT OUTPUT Profile #PF 4 Culvert ID Culvert #1 ********+.**x******+.+****++*********x*'*****++*+**++*.**.*******+.**.** Page 21 w040826eCuly. rep * Culy Q (cfs) 320.00 * Cu1v Ful Lngh (f t) * Ik Barrels * 4 * cult' Vel vs (ft/s) * 4.7n * Q Harrel (cfs) * 80.00 * Cult' Vel DS (ft/s) * 4.16 * E.G. US. (f t) * 882.23 * Cult' Inv E1 Up (ft) * 878.54 * W.S. US. (f t) * 881'.32 * Cult' Inv E1 Dn (ft) * 877.90 * E.G. DS (f t) * 881. 74 * Cult' Frctn La (f t) * 0. 17 * W.S. DS (ft) * 881.36 * Cult' Ext Lss (ftj * 0.00 * Delta EG (f t) * 0.49 * Cult' Ent Lss (ft) * 0.32 * Delta WS (f t) * 0. 03 * Q Weir (cfs) * E.G, IC (f t) * 881. 65 * Weir Sta Lft (f t) * E.G. OC (ft) * 862.23 * Weir Sta Rgt (f t) * Culvert Control Outlet * Weir Submerg * Cult' WS Inlet (f t) * 881. 56 * Weir Max Depth (f t) * Cult' WS Outlet (ft) * 881,47 * Weir Avg Depth (f t) * Cult' Nml llepth (f t) * 1. 97 * Wr Flw Area (sq ft) * Cult' Crt Depth (f t) 1, 94 * Min E1 Weir Flow (ft) * 887.44 *+***********+***+.****+.+*.z***********.**+*****+******..*****..**.*«+ i'. 4 Warning: During subcritical analysis, the water surface upstream of culvert went to critical depth, Warning: During subcritical analysis, with the exit loss set =1. 0, the projected WSEL in culvert has a lower energy than the downstream e ergy. Most likely, the downstream cross section blocks part of the culvert or the ineffective area is set too far in. Instead of projecting the WSEL, the program did an energy balance to get the WSEL inside the culvert at the downstream end. CULVERT OUTPUT PYof ile #PF 5 Culvert ID Culvert jkl * Cult' Q (cfs) * 170.00 * Cult' Ful Lngh (ft) * � Barrels 4 * Cult' Vel US (ft/s) * 3.0n * Q Harrel (cfs) * 42.50 * Cult' Vel DS (Et/s) * 2.51 * * E.G. US. (f t) * 881,26 * Cu1v Inv E1 Up (f t) 878.54 * W.S. US. (f t) * 880.67 * Cu1v Inv E1 Dn (f t) 877.90 * E.G. DS (f t) 881.05 * Cu1v Frc to Ls (f t) * 0.07 * W.S. DS (f t) * 880.85 * Cu1v Ext Lss (ft) * 0.00 * Delta EG (f t) O.Z1 * Cult' Ent Lsa (ft) * 0. 13 * Delta WS (f t) * 0. 18 * Q Weir (cf a) * E.G. IC (f t) * 880. 53 * Weir Sta Lft (f tj * E.G. OC (ft) * 881. 26 * Weir Sta Rgt (ft) * Culvert Control * Outlet * Weir Submerg * Cu1v WS Inlet (f t) * 880. 98 * Weir Max Depth (f t) * Cult' WS Outlet (f t) * 880.96 * Weir Avg Depth (f t) * Cult' Nml Uepth (£t) * 1.32 * Wr Flw Area (sq ft) * Cult' Crt Depth (ft) * 1.32 * Min El Weir Flow (ft) * 887.94 ******.**+*.s*.**+*.+**«***********+*+******+*.***.****.*************** Warning• Durrng subcrr ti cal analysis, with the exrt loss set 1.0, the projected WSEL'in culvert has a lower energy than Lhe downstream energy. Most lrkely, the downstream cross section blocks part of the culvert or the ineffective area is set too far in. Instead of protecting the WSEL, Lhe program drd an energy balance to get the WSEL inside the culvert at the downstream end. CROSS SECTION REACI[: Sear Creek INPUT RIVER: Bear Creek RS: 403 Page 22 _. _. i .k: ) �. .. 1 ` ',. � i I 3'} - Y^ w <� k, i�' •, a i _ F ` t i i ! j i i 1 w040826eCu1V, rep Description: Station Elevation Data num= 24 Sta Elev Sta EleV Sta Elev Sta Elev Sta' EleV *xxxxxxoxxxxx889xxxxxxZOxxxxx888xxxx*x32*xxxx887*xxxx*50xxxxx886x**xxx68xxxxx885 86 684 138 883 '158 882 203 880. 67 209 879.66 ' 214 877.845 222 878.09 229 880.85 250 881 313 882 328 883 342 884 364 885 380 886 392 887 ' 407 888 432 888 455 890 480 891 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val *xxxx*xoxx*xxx09xxxxx203x*xx*x06xxxx*229xxxxx*09 Banlc Sta :� Left Right Lengths: Left Channel Right Coeff Contr. Expan. 203 229 98 98 98 .3 .5 Ineffective Flow num= 2 Sta L Sta R EleV Permanent 888 F QD8 F CAOSS SECTION OOTPUT Profile j{PF 1 xxxxxxxx*xxxxxxxxxxxxxxxxxxxxx*xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+xxxxxxxxxxx*xxxxxxxxxxxxxxxxxx * E.G. Elev (ft) * 882.47 * Element * Left OB * Channel * Right OB * Vel Head (ft) * 0.51 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. EI.eV (ft) * 881.96 * Reach Len. (ft) * 98.00 * 98.00 * 98.00 * Crit W:S. (f t) 881.80 * Flow AYea '(aq ft) * 23.72 * 75.62 * 50.89 * E.G. Slope (ft/fC) *0'. 016462 * Area (sq ft) * 23.72 * 75.62 * 50.89 * Q Total (cfs) * 590.00 * Flow (cfs) * 33.55 * 477.76 * 78.69 * Top Width (f t) * 15 L. 04 * Top Width (f t) * 43.47 * 26.00 81.57 * Vel Total (St/sJ * 3.93 * AVg. Vel. (ft/s) * 1.41 * 6.32 * 1. 55 * Max Chl Dpth (f t) 9.12 * Hydr. Depth (E t) * 0.55 * 2.91 * 0.62 * Conv. Total (cfs) * 4598.5 * ConV. (cfs) * 261.5 * 3723.7 * 613 .3 * Length Wtd. (f t) * 98.00 * Wetted Per. (ft) * 43.48 * 26.97 * 81. 58 * Min Ch E1 (f Cj * 877.85 * Shear (lb/sq ft) * 0. 56 * 2.88 * 0.64 * Alpha * 2.12 * Stream Power (lb/ft s) * 0.79 * 18 .21 * 0.99 * - ' * FrcCn Logs (f t) * 1. 03 * Cum Volume (ac e-ft) * 0.64 * 0.98- * 0.84 * C & E Loss (f tj 0.17 * Cum SA (acres)r * 0.80 0.51 * 0.83 ': x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Warning: The conveyance ratio (upstream c Veyance divided by downstream c Veyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sectiona.- Warning: The e ergy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile {jPF 2 xxxxxxxxx*xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx '.. * E.G. E1eV (f t) * 882.50 * Element * Left OB * Channel * Right OB * Vel dead (ft) 0.40 * Wt. n-Val. * 0.090 * 0.060 0.090 * W.S. EleV (f t) * 882.10 * Reach Len. (f t) * 98.00 * 98.00 98.00 * Crit W.S. (f t) * 881.61 * Flow Area (sg £t) * 29.99 * 79.20 * 62.46 * ' * E.G. Slope (ft/f t) *0.012746 * Area (sq ft) 29.99 79.20 62.98 * Q Total (cfs) 590.00 * Flow (cfs) * 41.42 954.09 94.49 * Top Width (f t) * 156.47 * Top Width (f t) * 46.98 * 26.00 * 65.49 * Vel Total (ft/s) * 3.44 * Avg. Vel. (ft/s) * 1.38 * 5. 73 * 1.51 Page 23 _ �. _ _ j � i a b E a x i i � w040826eCul v. rep * Max Chl Dpth (ft) * 4.25 * Hydr. Depth (ft) * 0.64 * 3.05 0.73 * Conv. Total (Cfs) * 5225,9 * Conv.-(cfs) * 366.9 * 4022.1 * 836.9 * Length Wtd. (f t) * 96.00 * Wetted Per. (f t) * 47.00 * 26. 97 * 85.50 * Min Ch El (f t) * 877.85 * Shear (lb/sq ft) * 0.51 * 2.34 * 0.58 * Alpha 2.18 * Stream Power (lb/ft s) * 0.70 * 13 .40 * 0.88 * Fretn Loss (ft) * 1. 02 * Cum Volume (acre-ft) * 0.92 * 1. 00 * 0.57 * C & E Loss (ft) * 0.09 * Cum SA (acres) 0.33 * 0.51 0.37 Warning: The energy loss w s greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTZODT OUTPUT Profile NPF 3 x*****+***+*+++*e**+**+***+**+**+******x***********+****+***x*****+***x**s**e+**+******+***+**+ * E.G. Elev (f t) 882.27 * Element * Left OB * Channel * Right OB* * Vel Head (f t) * 0.48 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. Elev (f t) 681.79 * Reach Len. (ft) * 98.00 * 98.00 * 98.00 * Crit W.S. (ft) * 681.61 * Flow Area (sq ft) * 16.96 * 71.24 * 38.04 * E.G. Slope (ft/f t) *0.016000 * Area (sq ft) * 16.96 * 71.24 * 3D.04 * Q Total (cfs) * 500.00 * Flow (Cfs) * 21.i5 * 426,43 * 52.42 * Tap Width (ft) 133.72 * Top Width (ft) * 36.76 * 26.00 * 70,96 * Vel Total (ft/s) * 3.96 * Avg. Vel. (ft/s) * 1.25 * 5.99 * 1.38 * Max Chi npth (ft) * 3.95 * Bydr. Depth (ft) * 0.46 * 2.74 0.54 * Conv. Total (cfs) * 3952.8 * Conv. (cfs) * 167.2 * 3371.2 * 414.4 * Length Wtd. (f L') * 98.00 * Wetted Per. (f t) * 36.77 * 26. 97 * 70.97 * Min Ch E1 (f t) * 877.65 * Shear (lb/sq ft) * 0.46 * 2.64 * 0.54 * Alpha * 1. 96 * Stream Power (lb/ft s) * 0.57 * 15.79 * 0.74 * Frctn Loss (ft) * 1.01 * Cum Volume (ac e-f t) * 0. 53 * 0.91 * 0.72 * C & E Loss (f t) * 0.16 * Cum SA (acres)r 0.71 * 0.51 0.77 Warning: The c veyance ratio (upstream conveyance divided by downstream c veyance) is less than On7 or greater than 1.4. This may indicate the need for additional cross sections Warning: The energy Toes was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CAOSS SECTION OUTPUT Profile flPF 4 ****e*x***+********+*a****.*******.**.*****.*+.*.*********s*r*..*.*a*****.*****..**+**+.****.+* * E.G. Elev (f t) * 681,74 * Element * Left OB * Channel * Right OB * Vel Head (f t) * 0.38 * Wt. n-Val. * 0.090 i 0.060 * 0.090 * W.S. Elev (ft) * 881.36 * Reach Len. (f.C) * 98.00 * 98.00 96.00 * * Crit W.S. (f t) * 880.70 * Rlow Area (sq ft) * 4.75 * 59. 94 * 13.15 * E.G. Slope (ft/f t) *0.014514 * Area (sq ft) * 4.75 * 59. 94 * 13.15 * Q Total (cfs) 320.00 * Flow (cfs) * 3,69 * 304,55 * 11. 76 * Top Width (ft) * 89.03 * Top Width (ft) * 19.45 * 26.00 * 93.58 * Vel Total (ft/s) * 4.11 * Avg. Vel. (ft/s) * 0.78 * 5.08 * 0.69 * Max Chl Dpth (f t) * 3.51 * Hydr. Depth (f t) * 0.24 2.31 0.30 * Conv. Total (cfs) * 2656.2 * Conv. (cfs) * 30.6 * 2527.9 * 97.6 * Length Wtd. (ft) * 98.00 * Wetted Per. (f t) * 19.46 * 26.97 * 43.58 * Min Ch E1 (f t) * 877.85 * Shear (lb/sq ft) * 0.22 * 2.01 * 0.27 * Alpha * 1.46 * Stream Power (lb/ft s) * 0. 17 * 10.23 * 0.24 * Frctn Loss (f t) * 0.96 * Cum Volume (acre-f t) * 0.30 * 0. 73 * 0.46 * C & F, Doss (f t) 0. 12 * Cum SA (acres) 0.52 0.49 0.56 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less Page 24 _� � �f I '�. � i -- p � ! -� f '�. li I i I' j � �. w040826eCuly. rep than 0.7 or greater than 1. 4. This may indicate the need for additional c oss sections. Warning: The e ergy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: The parabolic s arch method failed to converge on critical depth. The program will try the, croas section s11ce/se ant method to find critical depth. Note: Multiple critical depths were found aC this location. The critical depth with the lowest, valid, energy was used. CROSS SECTION OUTPUT Profile NPF 5 * E.G. Elev (f t) * 881. OS * Element * Left OB * Channel * Right OB * * Vel Head (f t) * 0.21 * Wt. n-Val. * * 0.060 * W.S. Elev (f t) * 880.85 * Reach Len. (f t) * 96.00 * 98.00 * 98.00 * Crit W.S. (f t) * 879.90 * Plow Area (sq ft) * * 96.69 * * ' * E,G. Slope (ft/f t) *0.010342 * Area (sq ft) * 46.69 * Q Total (cfs) * 170. 00 * Flow (cfs) � * '*' 170.00 * * * Top Width (f t). * 25.89 * Top Width (f t) * * 25.89 * Vel Total (ft/s) * 3.64 * Avg. Vel. (ft/s) * * 3.64 * Max Chl Dpth (f t) * 3.00 * Hydr. Depth (ft) * * 1.80 * Conv. To tat (cfs) * 1671.E * Conv. (cfs) * * 1671.E * Length Wtd. (ft) * 98.00 * Wetted Per. (ft) * 26.8E * Min Ch E1 (ft) * 677.85 Shear (lb/sq ft) * * 1. 12 * Alpha * 1.00 * Stream Power (lb/ft s) * * 4.09 * Fretn Loss (f t) * 0.8E * Cum Volume (ac e-f t) * 0.10 * 0.51 * 0.24 * C & E Loss (ft) * 0. 02 * Cum SA (acres)r * 0.34 * 0.41 * 0.38 .***++********************a******.+***+.+*+**+r**:*+..***x+*****•****+*************.*****+**+*** CROSS SECTION RIVER: Bear Creek REACH: Bear Creek RS: 305 _ INPUT nescription: Station 3+OS Station Elevation Data = nuElev 25 SCa Elev Sta Sta Elev Sta Elev Sta Elev 0 889 12 888 28 887 46 886 59 885 80 884 109 883 134 882 158 881 183 880 240 679.45 244 877.3E 249 876.E 252 D77.33 256 879.12 ' 324 880 343 881 359 882 372 883 364 884 397 885 412 886 432 887 465 868 493 889 Manning�s n Values num= 3 Sta n Val Sta n Val Sta n Val .****:*O*e***+09+**+:240******06*****256****+*09 Barilc 5ta: Left Right Lengths: Left Channel RighC Coeff ConL'r. Expan. 240 256 102 102 102 .1 � .3 CROSS 'SECTION OUTPUT PYof ile #PF 1 * E.G, Elev (ft) * 881. 27 * Element Left OB * Channel * Right OB * Vel Head (ft) * 0.1E * Wt. n-Val. 0.090 0.060 0.090 * W.S. Elev (f t) * 881.11 * Reach Len, (ft) * 102.00 102.00 102.00 * Cri.t W.S. (ft) * * Flow Area (sq ft) * 93.93 54.57 * 116.65 * * E.G. Slope (ft/ft) *0.007272 * Area (eq ft) * 93.93 * 54.57 * �116.65 _ Page 25 �, �,.a ;� � ,,, w090826eCu1v*rep * Q Total (cfs) * 590.00 * Flow (cfs) 141.85 251.03 * 197.12 * - s-� * Top Width (ft) 189.20 * Top Width (f t) * 84.52 * 16.00 * 88.66 * ' * Ve1 Total (ft/s) * 2.23 * Avg. Vel. (ft/s) * 1.51 * 4.60 * 1. 69 * Max Chl Dpth (f t) * 4.31 * Hydr. Depth (f t) 1. 11 * 3,41 * 1.32 * Conv. Total (cfs) 6918.E * Conv. (cfs) * 1663 .4 * 2943.E * 2311.E * •-j'' * Length WCd. (f t) 102.00 * Wetted Per. (f t) * 84.55 * 16.97 * 88.72 * is ^'. * Min Ch E1 (ft) * 876.80 * Shear (lb/sq ft) * 0.50 * 1.4E * 0. 60 _ * =�� * Alpha * 2.12 * Stream Power (lb/ft s) * 0.7E * 6,71 * 1.01 * Fretn Loas (f t) * 1.02 * Cum Volume (aeYe-f t) * 0.51 * 0.83 * 0. 65 * C & E Loss (ft) * 0.01 * Cum SA (acres) 0.6E * 0�.46 * 0. 63 * �= :+*w****+*****x****++**+*.*****+*****.+*w************+.+**.*+**+**+********+*.******.****.***** � I Warning: The c veyance ratio (upstream conveyance divided by downstream c veyance) is less i; than On7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The e ergy lose w a greater than 1.0 ft (0.3 m). between the current and previous cross i1�, ' section. This may indicate the need for additional cross sections. wl�`. r )A- CROSS SECT ION OUTPUT ProL'i le #PF 2 **E*G**Elev*(LL)************881*39****Element*******************Left*OB****Channel***Right*OB** * Vel Bead (ft) * 0. 23 * Wt. n Val. * 0.090 * 0.060 * 0.090 * ;' }I * W.S. Elev (f t) * 881.1E * Reach Len. (f t) * 102.00 * 102.00 * 102.00 * - �v�' * Crit W.S. (Ft) * * Flow Area (aq ft) * 60.74 * 55.47 * 85.91 * � * D.G. Slope (ft/f t) *0.008717 * Area (sq ft) * 60.74 * 55.47 * 85.91 * � �? �{ * Q Total (cfs) * 590.00 * Flow (cfs) * 121. OS * 282.4E * 186.99 * " * Top Width (ft) * 106.00 * Top Width (ft) * 40.00 * 16.00 * 50.00 * ( * Vel 'lbtal (fC/s) * 2.92 * Avg. Vel. (ft/s) * 1. 99 * 5.09 * 2,17 * �` * Max Chl Dpth (f t) * 4.3E * Hydr. Depth (Pt) * 1.52 * 3.47 * 1. 72 * � * Conv. Tots ]. (cfs) * 6319.4 * Conv. (cfs) * 1296.5 * 3025.4 * 1997.5 �: * Length Wtd. (fC) * 102.00 * Wetted Per. (ft) * 41.33 16.97 * 51.40 * M.i.n Ch E1 (f t) * 676,80 * Shear (16/sq ft) * 0.80 * 1.7E * 0.91 * '�� * Alpha * 1.73 * Stream Power (lb/ft s) * 1, 59 * 9.0E * 1.97 * * Frctn Loss (f t) * 1.05 * Cum Volume (acre-f t) * 0.32 * 0.85 * 0.40 * Y'di1' x,.�.. C & E Loss (f t) * 0.00 Cum SA (acres) * 0. 23 * 0.4E * 0.21 * �" Warning: The e ergy loss was greater than 1.0 ft (0.3 m). between the current and previous cross 1,� section. This may indicate the need for additional cross sections. - 7 ! �,a CROSS SECTION OUTPUT Profile #PF 3 }`'. **E*G**Elev*(ft)************681x 09****Element*******************Left*OB****Channel***Right*OB** * Vel Head (Ft) * 0.1E * Wt, n-Val. * 0.090 * 0.060 * 0.090 * � * W.S. Elev (f t) * 880.93 * Reach Len. (f t) * 102.00 * 102.00 * 102.00 * �� * Crit W.S. (ft) * * Flow Area (sq ft) 79.62 51. 63 101.72 * E.G..Slope (Ft(F C) *0.007194 * Area (sq ft) 79,82 51. 63 101.72 •��� * Q Total (cfs) * 500.00 * Flow (cfs) � * 111,2E * 229.15 * 159.59 * * Top Width (f t) * 182.10 * Top Width (f t) * 80.3E * 16.00 * 85.75 * '-� * Vel Total (ft/s) * 2.14 * Avg. Vel. (ft/s) * 1.39 * 4.92 * 1.57 * Max Chl ➢pth (f tj * 4.13 * HydY. ➢epth (ft) * 0.99 * 3.24 * 1. 19 * hs * Conv. Total (of s) * 5895.0 * Conv. (ef s) * 1311.8 * 2701.7 * 1881.E * Length Wtd. (FL) * 102.00 * Wetted Per. (ft) * 60.37 * 16.97 * 85.78 � ��., * Min Ch E1 (f t) * 876.80 * Shear (lb/sq ft) 0. 45 1.37 0.53 * Alpha * 2.22 * Stream Power (lb/ft s) * 0. 62 6.0E 0.84 * E'retn Loss (ft) * 1.01 * Cum Volwne (acre-ft) 0.42 0.77 * 0.5E * C & E Losa (ft) * 0.01 * Cum SA (acres) * 0.58 * 0.9E * 0.60 * - Page 26 .4 * �" ` r � �` „` � �v. Ii w090826eCuly. rep ***.*+***w****.******..+****.**.*********«******+*+**+***x*+***.*+*..**+.*++**.*«*.**.***.**.** Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4, This may indicate Che need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0 .3 m), between the current and previous cross section, This may indicate the need for additional cross sectiona. CROSS SECTION OUTPUT Profile #PF 9 * E.G. Elev (f t) * 880.67 * Element * Left OB * Channel * Right OB * Vel Head (ft) * 0. 15 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. Elev (f t) * 860.52 * Reach Len. (f t) * 102.00 * 102.00 * 102.00 * Crit W,S. (f t) * * Flow Area (sq ft) 48.96 * 45.27 * 68.15 * E.G. Slope (ft/f t) *0.007015 * Area (sq ft) * 48.96 * 95.27 * 68.15 * Q Total (cf.$) * 320.00 * Flow (cfs) 53.29 * 180.57 * 86: 14 * Tap Width (f t) * 164.05 * Top Width (f t) * 70.10 * 16.00 * 77.95 * Vel Total (ft/s) * 1. 97 * Avg. Vel. (ft/s) * 1.09 * 3.99 * 1.26 * Max Chl Dpth (ft) * 3.72 * Aydr. Depth (ft) * 0.70 * 2.83 * 0.87 * Conv. Total (cfs) * 3820.E * Conv. (cfs) * 636.3 * 2155.9 * 1028.5 * Length Wtd. (ft) * 102,00 * Wetted Per. (ft) * 70.11 * 16.97 * 77.97 * Min Ch E1 (f t) * 876,80 * Shear (lb/sq ft) * 0.31 1. 17 * 0.38 * Alpha * 2.47 * Stream Power (lb/ft s) * 0.33 * 4.6E * 0.48 * Fretn Loss (f t) * 0.97 * Cum Volume (acre-ft) * 0.24 * 0.61 * 0.37 * C & E Loss (ft) * D.O1 * Cum SA (acres) * 0.42 * 0.44 * 0.42 ***.**.********.*..*+.*+*****************.**++*****++****+******a*****z*********+**++********** CROSS SECTION OUTPUT Prof lle #PF 5 .***+*+****++a++**++*****++***+*********+*****+*+*+****+*******w+*****«*++**+**+*********+***** * E.G. Elev (ft) * 880. 17 * Element * Left OB * Channel * Right OB * Vel Head (f t) * 0.1E * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. EleV (ft) * 880.01 * Reach Len. (f t) * 102.00 * 102.00 * 102.00 * Crit W.S. (ft) * * Flaw Area (sq ft) * 16. 22 37.04 * 30.5E * E.G. Slope (ft/f t) *0.007568 * Area (sq ft) * 16.22 *' 37.04 * 30.5E * Q Total (cfs) * 170.00 * Flow (cfs) * 10,05 * 134.24 * 25.71 * Top Width (f t) * 141.42 * Top Width (f t) * 57.24 * 16.00 * 68.18 * Vel Total (ft/s) * 2.03 * Avg. Vel. (ft/s) * 0.62 * 3.62 * 0.84 * Max Chl Dpth (f t) * 3.21 * Hydr. Depth (f t) * 0.28 * 2.31 0.45 * Conv. Total (cfs) * 1954.1 * Conv. (efa) 115.5 * 1543.1 * 295.E * Length Wtd. (ft) * 102.00 * Wetted Per. (f t) * 57.24 * 16.97 68.19 * Min Ch E1 (f t) * 876.80 * Shear (lb/sq ft) * 0. 13 * 1. 03 * 0.21 * Alpha * 2.55 * Stream Power (lb/ft s) * 0.08 * 3.74 * 0.18 * Frctn Lose (ft) * 0.93 * Cum Volume (ac e-ft) * 0.08 * 0.41 * 0.20 * C & E Lose (f C) 0.00 * Cum SA (acrea)r 0.2E * 0.37 0.30 *+***************+***++*+****+**********************z:*******+*.*******++*+:*+****a******.***** CROSS SECTION RIVER: Bear Creek REACH: Bear Creek RS: 230 INPUT' Description: Station 21�30 Station Elevation Data num= 24 Sta EleV Sta Elev Sta EleV Sta Elev Sta Elev 0 889 12 868 29 887 37 866 53 885 68 884 85 882 139 881 184 880 225 879 276 II78.47 280 877.6E 264 875.91 288 876.51 290 877.7 Page 27 - h � 1 t i -i � � � � ) � _ _ , w090826eCuly.rep ' 334 II79 383 880 400 881 413 882 427 BII3 440 884 451 885 467 BII6 h94 887 Manning's n Valuee num= 3 Sta n Val Sta n Val Sta n Val - 0 .09 276 .06 290 .09 Hank Sta: Left Right 'Lengths: Left Channel Right Coeff Contr.µ Expan. 276 290 75 7S 75 .1 .3 CROSS SECTION OUTPUT PYof ile j)PF 1 ******+***e*+****.*******x**e*************x*******x+**********�.r*****************x*****+*a*+**** * E.G. Elev (ft) * II80.23 * Element * Left OB * Channel * Right OB * Vel Head (f t) * 0.26 * WC. n-Val. * 0.090 * 0.060 * 0.090 * W.S. Elev (ft) 879.98 * Reach Len. (ft) * 75.00 75. 00 * 75.00 * Crit W.S. (ft) * * Flow Area (aq ft) * 62.88 * 41.22 * 94,94 * E.G. Slope (ft/f t) *0.014461 * Area (sq ft) * 62.88 * 41.22 * 94.94 * Q Total (cfs) * 590.00 * Flow (cfs) * 154.53 * 242.82 * 192.65 * Top Width (f t) * 196.90 * Top Width (ft) * 91. 04 * 14.00 * 91.85 * Vel Total (ft/s) * 2.69 * Avg. Vet. (ft/s) * 1.66 * 5.89 * 2.03 * Max Ch1 Dpth (ft) * 9.07 * Hydr. Depth (ft) * 0.91 * 2. 94 * 1.03 * - * Conv. Total (efs) * '4906.4 * Conv. (efs) * 1285.1 * 2019.3 * 1602.0 * Length Wtd. (f t) * 75.00 * Wetted PeY. (ft) * 91.06. 14.82 * 91.II8 * Mi.n Ch E1 (ft) * 875.91 * Shear (lb/sq ft) * 0.82 * 2.51 * 0.93 * Alpha * 2.2II * Stream Power (lb/ft s) * 1.53 * 14.79 * 1.II9 * Frctn Z,oss (f t) * 0.87 * Cum Volume (acre-f t) * 0.30 * 0. 72 * 0.40 * C & E Loas (ft) * 0.03 * Cum SA (acree) * 0. 45 * 0.43 * 0.42 CROSS SECTION OUTPUT Profile #PF 2 .+***********x�*.**.*+**.+.**.*+****+*++**********************a******a***.***.x+********.***+**a * E.G. Elev (ft) 880.33 * Element * Le£t OH * Channel * Right OB * Vel Head (f t) * 0.25 * Wt. n-Val. * 0.090 * 0.060 * 0.090 * W.S. E1ev (f t) * 880.08 * Reach Len. (f t) 75.00 75.00 * 75.00 * Crit W.S. (ft) * * Flow Area (aq ft) * 68.55 * 42.66 * 77.15 * E.G. Slope (ft/f t) *0.012425 * Area (sq ft) * 68.55 42.66 * 77.15 * Q Total (cfs) * 590.00 * Flow (cfs) * 151.51 * 238.29 * 200.20 * Top Width (f t) 110.00 * Top Width (ft) * 51.00 *' 14.00 * 45.00 * Vel Total (ft/s) * 3.13 * Avg. Vet. (ft/s) * 2.21 5.59 * 2.59 * Max Chl. Dpth (ft) * 9.17 * Hydr. Depth (f t) * 1.34 * 3.05 * 1.71 * Conv. Total (cfs) * 5293.0 * Conv. (cfs) * 1359.3 * 2137.7 * 1796.0 * Length Wtd. (f t) * 'l5.00 * Wetted Per. (ft) * 52.08 * 14.82 * 46.08 * Min Ch E1 (ft) * 875.91 * Shear (lb/sq ft) * 1. 02 * 2.23 * 1.30 * Alpha * 1.65 * Stream Power (lb/ft s) * 2.26 * 12.47 * 3.37 - * Frctn Loaa (ft) * 0.85 * Cum Volume (acre-£t) * 0.17 * 0.74 * 0.21 * C & E Loss (ft) * 0.01 * Cum SA (acres) 0.12 * 0.43 * 0. 10 CROSS SECTION OUTPUT Profile RPF 3 * E.G. Elev (ft) * 880.08 * Element * Left OS * Channel * Right OS * Vel Head (f t) * 0.25 * Wt, n-Val, 0.090 0.060 * 0.090 * W.S. Elev (ft) 879.82 * Reach Len. (f t) * 75.00 75.00 75.00 * Crit W.S. (ft) * * Plow Area (sq ft) * 69.48 * 39.09 81.51 * * E.G. Slope (ft/f t) *0.014395 * Area (sq ft) -* -69.46 * 39.09 * 81.51 _� � u r 6 r i __6 fl V � � r i � W040826eCu1 v. rep * Q Total (cfs) * 500.00 * Flow (cfs) * 120.51 * 221.74 * 157.75 * Top Width (f t) * 183,19 * Top Width Ift) * 84.80 14,00 * 84.39 * Vel Total (ft/s) * 2.63 * Avg. Vet. (ft/s) 1. 73 * 5.67 * 1. 99 * Max Chl Dpth (ft) * 3.91 * Hydr. Depth (ft) * 0.82 * 2.79 * 0.97 * Conv. Total (cfa) * 4167.4 * Conv. (cfs) * 1004.4 * 1846.2 * 1314.8 * Length Wtd. (f t) * 75.00 * Wetted Per. (f t) * 84.81 14.82 * 84.42 * Min Ch E1 (ft) * 875.91 * Shear (lb/sq ft) 0,74 * 2.37 * 0.87 * Alpha * 2.34 * Stream Power (lb/ft s) * 1. 28 * 13 .45 * 1. 68 * Fretn Loss (ft) * 0.87 * Cum Volume (acre-ft) * 0.24 * 0.67 * 0.34 * C & E Loss (f t) * 0.03 * Cum SA (acres) * 0,38 * 0.43 * 0.40 ******.**+****.********+.*+*+.*+*.*a«+**«*«***.***********.**.**.****+**+.**.******.***x**.**+r CROSS SECTION OUTPUT Profile NPF 4 *+**+**+**+**++*****+***.x*********++*+++**+**********+***********-******.***********+*++**+***�* * E,G. EleV (f t) * 879.70 * Element * Left OB * Channel * Right OH * Ve1 Head (ft) * 0.23 * Wt. n-Val. * 0,090 * 0.060 * 0.090 * W.S. Elev (f t) * 879.47 * Reach Len. (tt) * 75.00 * 75.00 * 75.00 * CriC W.S. (f t) * D79.29 * Flow Area (sq ft) * 41.75 * 34.08 * 54.44 * E.G. Slope (ft/f t) *0.013621 * Area (sq ft) * 41.75 * 34.08 * 54.44 * Q Total (cfs) * 320.00 * Flow (cfs) * 56.94 * 171. 60 * 91.46 * Top Width (ft) * 150.96 * Top Width (ft) * 70. 12 14.00 66.85 * Vel Total (ft/s) * 2.46 * Avg. Vel. (ft/S) * 1.36 * 5.04 * 1.68 * Max Chl Dpth (f t) * 3.56 * Hydr. Depth (ft) * 0.60 2.43 * 0.81 * _ * Conv. Total (cfs) * 2741.8 * Conv. (efs) 487.8 * 1970.3 * 763.7 * Length Wtd. (fC) * 75.00 * Wetted Per. (ft) * 70.12 * 14.82 * 66.87 * Min Ch E1 (f t) * 875.91 * Shear (lb/sq ft) * 0.51 * 1.96 * 0.69 * * Alpha * 2.44 * Stream Power (lb/ft s) * 0.69 * 9.85 * 1. 16 * Fretn Loss (Et) * 0.88 * Cum Volume (acre -f t) * 0. 13 * 0.52 * 0.23 * C & E Loss (f t) * 0.03 * Cum SA (acres) * 0.26 * 0.91 * 0.25 +*********«*******e**.***++****+**r**+**t+**++*****++t*+**+*++**+*+**+***+*****++*****.********* CROSS SECTION OUTPUT Profile RPF 5. **.**.*«..*.+*.***.**+**.***.*********.*****«w**********«*****w***x*.*+**«***w****+*******.**** * E.G. Elev (ft) * 879.24 * Element * Left OB * Channel * Right OH * Vel Head (ft) * 0.18 * Wt. n-Val, * 0.090 * 0.060 0.090 * W.S. Elev (ft) * 879.06 * Reach Len. (f t) * 75.00 * 75.00 * 75.00 * Cri CW.S. (ft) * 878.72 * Flow Area (sq ft) * 16.64 28.39 31.32 * E.G. Slope (ft/f t) *0.011213 * Area (sq ft) * 16. 64 * 2II.39 * 31.32 * Q Total (cfs) 170.00 * Flow (cfs) * 13.37 * 114 .83 * 41.81 * Top Width (ft) * 114 .39 * Top Width (f t) * 53.45 * 14 .00 * 46.93 * Vel Total (ft/s) * 2.23 * Avg. Vel, (ft/s) * 0. 60 * 9.04 * 1.33 * Max Chl Dpth (f t) * 3.15 * Hydr. Depth (ft) * 0.31 * 2.03 * 0.67 * Conv. Total (cfs) 1605.4 * Conv. (cfs) ].26,2 1084 .4 394.8 * Length Wtd. (f t) * 75.00 * Wetted Per. (PC) 53.96 * 14 .82 * 46.95 * Min Ch E1 (ft) * 875.91 * Shear (lb/sq ft) * 0.22 * 1.34 * 0.47 * Alpha * 2.33 * Stream Power (1b/ft S) * 0. 18 *- 5.42 * 0.62 * Frctn Loss (f t) * 0.90 * Cum Volume (acre-f t) * 0.04 * 0.34 * 0.13 * C & E Loss (f t) * .0.02 * Cum SA (acres) * 0.15 * 0.33 * 0. 17 **+****************+***x*+*****+*****.r**�.rz�.r**+*****x****+*******e*********.rx****+a*w**w*�.r*****• CROSS SECTION RIVER: Bear Creek REACH: Bear Creek RS: 155 INPUT Description: Station 1+55 Station Elevation Data num= 27 Page 29 - w040826eCulv.rep Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ***+*+***+**+«********+****+*********x**z**+++*+********+*+**+****e+x**+*******+ 0 887 12 886 27 885 42 884 60 883 A7 862 113 881 150 880 230 679 260 878 340 877.84 344 875.48 346 675.39 347 875.44 349 876.73 392 876 448 879 463 880 474 881 500 882 525 883 543 684 576 885 608 886 632 887 655 888 676 889 Manning�s n Values num= 3 Sta n val Sta n Val Sta n Val 0 .1 340 .06 392 .1 Sank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 340 392 55 55 55 .l .3 CROSS SECTION OUTPUT Profile #PF 1 * E.G. EleV (ft) * 879.34 * Element � * Left OE * Channel * Right OB * Vel Head (f t) * 0.16 * Wt. n-Val. * 0.100 * 0.060 * 0. 100 * W.S. Elev (ft) * 879. 18 * Reach Len. (f t) * 55.00 * 55.00 * 55.00 * CYit W.S. (ft) * * Flow AYea (sq ft) * 110.38 * 105.35 * 38.08 * E,G. Slope (ft/f t) *0.009467 * Area (sq ft) * 110.38 * 105.35 * 38.OB * Q Total (cfs) * 590:00 * Flow (cfs) * 147.61 * 401. 11 * 41.28 * Top Width (f t) * 234.71 * Top Width (f C) 124.07 * 52.00 * 58.64 * Vel Total (ft/s) * 2.32 * Avg. Vel. (ft/s) * 1.34 * 3.81 * 1. 08 * Max Chl Dpth (f t) * 3.79 * Hydr. Depth (f t) * 0.89 * 2.03 * 0. 65 * Conv. Total (cfs) * 6063.8 * Conv. (cf. s) * 1517.1 * 4122.5 * 924.2 * Length Wtd. (f t) * 55.00 * Wetted Per. (ft) * 124.08 53,05 * 58.65 * Min Ch E1 (f t) 675.39 * Shear (lb/sq ft) * 0.53 * 1.17 * 0.38 * Alpha * 1.92 * Stream Power (lb/ft s) * 0.70 * 4.47 * 0.42 * Frctn Loss (ft) 0.36 * Cum Volume (acre-f t) * 0. 14 * 0.59 * 0.29 * C & E Los9 (ft) 0.02 * Cum SA (aeYee) * 0.26 * 0.37 * 0.29 CROSS SECTION OUTPUT Profile #PF 2 - *****.****.*.w*********.***********x*•x+*******.++*+*******+*+**++*************************.*** * E,G, Elev (f t) * 879.47 * Element * Left OB * Channel * Right OH * Vel Head (ft) * 0.21 * Wf.. n-Val. * 0.100 * 0.060 * 0. 100 * W.S. Elev (ft) * 879.26 * Reach Len. (f t) * 55.00 * 55.00 * 55.00 * Cri.t W.S. (f t) * Flow Area (sq ft) * 71.35 * 109.57 * 6.06 * F..G. Slope (ft/f t) *0.010482 * Area (sq ftj * 71.35 * 109.57 * 6.06 * Q Total (cfs) * 590.00 * Flow (cfs) * 130.27 * 450.62 * 9.11 * Top. Width (f t) * 110.00 * Top Width (ft) * 53.00 * 52.00 * 5.00 * Vel Total (ft/s) * 3.16 * Avg. Vel. (ft/s) * 1. 83 * 4.11 * 1.50 * Max Chl npth (f t) * 3.67 * Hydr. Depth (ft) 1.35 2.11 * 1.21 * Conv. Total (cfs) 5"(62.6 * Conv. (cfa) 1272.4 * 4401.2 * 89.0 * Length Wtd. (f t) 55.00 * Wetted Per. (f t) * 54.28 * 53.05 * 6. 17 * Min Ch E1 (ft) * 875.39 * SheaY (lb/sq ft) * 0.66 * �1.35 * 0. 64 * Alpha * 1.37 * Stream Power (lb/ft s) * 1. 57 * 5.56 * 0. 97 * Frctn Loss (ft) * 0.41 * Cum Volume (acre-f t) * 0.05 0.61 � 0. 14 * C & E Loss (f t) 0.03 * Cum SA (acres) 0.03 0.37 0. 06 CROSS SECTION OUTPUT Profile #PR 3 Page 30 : .** ..*.*.******** *+**.*********+**w.**.*w040826eCuly.rep *.* *. * * E,G. Elev (ft) * 879. 18 * Element Left OH * Channel * Right OB * Vel Head (f t) * 0. 15 * Wt. n-Val. 0.7.00 * 0.060 * 0.100 * W.S. Elev (ft) * 879.03 * Reach Len. (f C) * 55.00 * 55.00 * 55.00 * * Crit W.S. (ft) * * Flow Area (eq ft) * 92.82 * 97.63 * 29.53 * E.G. Slope (ft/f t) *0.009994 * Area (sq ft) * 92.82 * 97.63 * 29.53 * * Q Total (ef s) * 500.00 * Flow (cfs) * 118.45 * 353.79 27.77 * Top Width (f t) * 220.59 * Top Width (f t) * 112.18 * 52.00 * 56.41 * Vel TOCal (ft/s) * 2.27 * Avg. Vel. (ft/s) * 1.28 * 3.62 * 0.94 * Max Chl Dpth (f t) * 3.64 * Hydr. Depth (ft) * 0. 83 * 1. 88 * 0.52 * Conv. Total (c f. s) * 5131.5 * Conv. (cfs) * 1215.E * 3630.9 * 285.0 * Length Wtd. (ft) * 55.00 * Wetted Per. (ft) 112.19 * 53.05 * 56.42 * Min Ch El (f t) * 875.39 * Shear (lb/sq ft) 0.49 * 1.09 0.31 * Alpha * 1.88 * Stream Power (lb/ft s) * 0.63 * 3.95 * 0.29 * Frctn Loss (f t) * 0.34 * Cum Volume (acre-ft) * 0.10 * 0.55 * 0.25 * C & E Loss (f t) * 0.02 * Cum SA (acres) 0.22 * 0.37 0.20 +*«**+**.++.*«**.*******+**«*w**** Warning; The c veyance ratio (upstream conveyance divided by downstream conveyance) is less than On7 or greater than 1.4. This may indicate Che need for additional cross sections. CROSS SECTION OUTPUT Profile NPF 4 *++.**.+.+*.******x********************+**+****+*+**+***x********x******.+**+**+**w•**********+ * E.G. Elev (f t) * 878.79 * Element * Left OH * Channel * Right OE * Vel Head (f t) 0. 13 * Wt. n-Val. * 0.100 * 0.060 * 0.100 * W.S. Elev (f t) * 878.65 * Reach Len. (ft) * 55.00 * 55.00 * 55.00 * Cr1t W.S. (ft) * * Flow Area (sq ft) * 54.82 * 78.27 * 12.01 * E.G. Slope (fC/f t) *0.010187 * Area (sq ft) * 54.82 * 78.27 * 12.01 * Q Total (cfs) * 320,00 * Flow (cfs) 57.90 253.55 8.5E * Top Width (f t) * 181.42 * Top Width (f t) * 92.75 * 52.00 * 36.67 *�Vel Total (ft/s) * 2.27. * Avg. Vel. (ft/s) 1. 06 * 3.24 * 0.71 * Max Chl Dpth (ft) * 3.2E * Hydr. Depth (f t) * 0.59 * - 1.51 * 0.33 * Conv. Total (cfs) * 3170.9 * Conv. (cfs) * 573.E * 2512.0 84.8 * Length Wtd. (f C) * 55.00 * Wetted Per. (f t) * 92.75 * 53.05 * 36.68 * Min Ch E1 (ft) * 875.39 * Shear (lb/sq ft) * 0.38 * 0.94 * 0.21 * Alpha * 1. 75 * Stream Power (lb/ft s) * 0.40 * 3.04 * 0. 15 * Fretn Loss (ft) * 0.33 * Cum Volume (acre-f t) * 0.05 * 0.42 * 0.17 * C & E Loss (f t) * 0.03 * Cum SA (acres) * 0.12 * 0.35 * 0.1E Warning: The c veyance ratio (upstream conveyance divided by downstream conveyance) is less Chan On7 or greater than 1.4. This may indicate the need for additional crosssections. CROSS SECTION OUTPUT Profile j)PF 5 ******+***x******************a**+***e*******+***..**+++********•********+**+***********h*****.* * E.G. EleV (f t) * 878.32 * Element * Left OB * Channel *.Right OB * Vel Head (f t) * 0. 12 * Wt, n-Val. * 0.100 * 0.060 * 0.100 * W.S. Elev (ft) * 878.20 * Reach Len. (f t) * 55.00 * 55,00 * 55.00 * Crit W.S. (f t) * * Flow Area (sq ft) * 17.83 * 54.63 * 1. 12 * E.G..Sldpe (ft/f t) *0.013019 * Area (sq ft) * 17. 83 * 54.63 * 1. 12 * q Total (cfs) * 170.00 * Flow (cfs) * 12.14 * 157.44 * 0.41 * Top Width (f C) * 133.25 * Top Width (ft) * 70.02 * 52.00 * 11.22 * Vel Total (ft/9) 2.31 * AVg. Vel. (ft/s) 0.68 2.98 0.37 * Max Chl Dpth (f t) * 2.81 * Hydr. Depth (ft) 0.25 l.OS 0.10 * Conv. Total (cfs) * 1489.9 * Conv. (cfs) 106.4 1379.9 3.6 * Length Wtd. (f t) * 55.00 * Wetted Per. (ft) * 70.02 * 53.05 * 11. 23 Page 31 w040826eCu1v. rep * Min Ch E1 (f t) * 675 .39 * Shear (lb/sq ft) * 0.21 * 0.84 * 0.08 * Alpha * 1.45 * Stream Power (lb/ft s) * 0, 14 2,41 * 0.03 * Frctn Loss (f t) * 0.38 * Cum Volume (acre-f t) * 0.01 * 0.26 * 0.10 * C & E Loss (ft) * 0.03 * Cum SA (acres) * 0.04 * 0. 28 * 0.12 *****.**********w***************************************************************************.** , Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION RIVER: Hear Creek REACH; Bear Creek RS: 100 INPUT Description: Station 1+00 Added Station 1+00 Added Station Elevation Data num= 17 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev *******�*****885******28*****889******55*****883******81*****882***•*120**+**881 160 880 219 879 309 878 376 876.56 380 879.98 384 874.49 386 874.99 388 876 486 879 505 880 530 881 550 882 ' Manning�s n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .1 309 .06 386 .1 Banlc Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 309 388 100 100 100 .1 .3 CROSS*SECTION OUTPU**** Profile*#kPF*1 ************************ ***** ******** ********* * E.G. Elev (£t) * 878.95 * Element * Left OB * Channel * Right OB * Vel Head (ftJ * 0.08 * WC. n-Val. * 0.100 * 0.060 * 0.100 * W.S. Elev (£t) * 878.88 * Reach Len. (f t) * 100.00 100.00 * 100.00 * * Crit W.S. (ft) * * Flow Area (sq ft) * 34.47 150.89 * 135.03 * E.G. Slope (ft/f t) *0.004738 * Area (sq ft) * 34.47 * 150.89 * 135.03 * Q Total (cfs) * 590.00 * Flow (cfs) 20.32 * 393.82 * .175.86 * Top Width (ft) * 251.70 * Top Width (f t) * 78.77 * 79.00 * 93.92 * Vel Total (ft/s) * 1.84 * Avg. Vel. (ft/s)� * 0.59 * 2.61 * 1.30 * Max Chl Dpth (f t) * 4.39 * Hydr. Depth(ft) * 0.49 * 1. 91 * 1.44 * Conv. Total (cfs) * 8571.8 * Conv. (cf 3J * 295.2 * 5721.E * 2554.9 * Length Wtd. (f t) * 100.00 * Wetted Per. (f t) * 78.78 * 79.65 * 93.97 * Min Ch E1 (f. t) * 874.49 * Shear (lb/sq ft) * 0. 13 * 0.5E * 0.43 * Alpha * 1.49 * Stream Power (lb/ft s) * 0.08 * 1.4E * 0.55 * Fretn Loss (f.t) * 0.59 * Cum Volume (acre -f t) * 0.05 * 0.43 * 0.18 * C & E Loss (ft) 0.00 * Cum SA (ac es) * 0. 14 * 0.29 0.20 ******************************+*+**a********************************************+*******wa***** CROSS SECTION OUTPUT Profile #PF 2 **E*G**Elev*(f t)************879*03****Element*******************Left*OB****Channel***Right*OB** * Vel Head (f t) * 0.11 * Wt. n Val. 0.060 * 0.100 * W.S. Elev (f t) * 878.92 * Aeach Len. (f t) * 100.00 * 100. 00 * 100.00 * CriC W.S. (f t) * * Flow Area (sq ft) * * 154 ,37 * 77.74 Page 32 Is��. 4( .,;� s4 fit. va, ,. i �v= ,� wt . F l,j, z...�... *. w090826eCuly. rep * E.G, Slope (ft/f t) *0.005571 * Area (sq ft) * 154.37 * "' 77.74 * Q Total (cfs) * 590.00 * Flow (cfs) * 440.21 * 149.79 * 'Pop Width (f t) * 111.00 * Top Width (f t) * * 79. 00 * 32.00 * Vel Total (ft/s) * 2.59 * Avg. Vel. (ft/s) * * 2.65 1. 93 * Max Chl Dpth (ft) * 4,43 * Hydr. Depth (ft) * * 1. 95 * 2.43 * Conv. Total (cfs) * 7904.4 * Conv. (cfs) * 5897.7 * 2006.7 * Length Wtd, (ft) * 100.00 * Wetted Per, (ft) * * 80.57 * 33.95 * Min Ch E1 (f t) * 674.49 * Shear (16/aq ft) * * 0.67 * 0.80 * Al.pha * 1.08 * Stream Power (lb/ft s) * * 1. 90 * 1.53 * Fretn Loss (f t) * 0.64 * Cum Volume (acre-f t) * * 0.44 * 0.09 * C & E Loss (f t) * 0.00 * Cum SA (acres) 0.29 0. 04 «***.*.*.*****.**.**«x*e.**********+**..++***.*+**************x**e*****«*.**********e*****..**. CROSS SECTION OUTPUT Profile j)PF 3 * E.G. Elev (ft) * 876.81 * Element * Left OB * Channel * Right OB * Ve1 Head (f t) 0.07 * Wt, n-Val. 0.100 * 0.060 * 0.100 * W.S. Elev (f t) * 878.74 * Reach Len. (f t) * 100.00 * 100.00 * 100.00 * Crit W.S. (f t) * * Flow Area (sq ft) * 24.62 * 140. 18 * 122.59 * E.G. Slope (ft/ft) *0.004450 * Area (sq ft) * 24.62 140. 18 * 122.59 * Q Total (cf a) 500.00 * Flow (cfs) 12.57 * 337.59 149. 83 * Top Width (f t) * 235.06 * Top Width (ft) * 66.57 * 79.00 * 69.99 * Vel Total (ft/a) * 1.74 * Avg. Vet. (ft/s) * 0.51 * 2.41 * 1. 22 * * Max Ch1 Dpth (f t) * 4.25 * Hydr. Depth (ft) * 0.37 * 1.77 * 1.37 * Conv. Total. (cfs) 7495.2 * Conv. (cfs) * 188.5 * 5060.E * 2246.1 * Length Wtd. (ft) * 100.00 * Wetted Per. (f t) * 66.57 * 79.65 * 89.54 * * Min Ch E1 (f C) * 874.49 * Shear (1b/sq ft) * 0.10 0.49 * 0.38 * Alpha * 1. 44 * Stream Power (lb/ft s) * 0.05 * 1.18 * 0.4E * Fretn Lose (ft) * 0.57 * Cum Volume (acre-f t) * 0. 03 * 0.40 * 0. 15 * C & E Loss (Pt) * 0.00 * Cum SA (acres) 0.10 0.29 0.19 CROSS SECTION OUTPUT Profile #PF 4 *****:***********«******«+**+*********a*******************«*************+**++*+*******++******* * E,G, E1ev (ft) * 876.43 * Element * Left OB * Channel * Right OR * Vel Head (f t) * 0.05 * Wt. n-Val. * 0.100 * 0.060 * 0. 100 * W.S. Elev (ft) * 678.38 * Reach Len. (f t) * 100. 00 * 100.00 * 100.00 * Crft W.S. (ft) * * Flow Area (sq ft) * 6.52 111. 83 * 92.58 * E.G. Slope (ft/ft) *0,004017 * Area (sq ft) * 6.52 111. 83 92.58 * Q Total (cf 5) * 320.00 * Rlow (ef5) * 2. 03 * 220.08 * 97.89 * Top Width (ft) * 191. 04 * Top Width (f t) 34.27 * 79.00 * 77.77 * Ve1 Total (ft/5) * 1.52 * Avg. Vet. (ft/s) * 0.31 * 1.97 * 1.0E * Max Ch1 Dpth (f t) * 3.89 * Hydr. Depth (f t) * 0.19 * 1.42 * 1. 19 * Conv. Total (cfs) * 5049,2 *Conv. (cfs) * 32,1 * 3472.5 * 1594.E * Length Wt d. (Et) * 100.00 * Wetted Per. (f t) * 34.27 * 79.65 * 77.81 * Min Ch E1 (f C) * 874.49 * Shear (1b/sq £t) * 0.05 * 0.35 * 0.30 * Alpha * 1.31 * Stream Power (lb/ft s) * 0. 07. * 0.69 * 0.32 * Frc to Loss (f C) * 0. 53 * Cum Volume (acre-f t) 0.01 * 0.30 * 0.11 * C & E Loss (ft) 0.00 * Cum SA (acres) 0.04 * 0.27 0.09 CROSS SECTION OUTPUT Profile #PF 5 .*+****.*****.***.*******************.*e***.**********«******.******w************************** * E.G. Elev (f t) * 877.92 * Element * Left OB * Channel * Right OH * Vel. Head (f t) 0.03 * Wt. n-Val. * 0.060 * 0. 100 * W.S. Elev (f t) * 877.88 * Reach Len, (ft) * 100.00 * 100.00 * 100.00 Page 33 � � � � � i li � �; P h l I p - I w090826eCu1V.rep * Crit W.S. (f t) * * Flow Area (sq ft) * * 72.96 * 58. 03 * E.G. Slope (ft/f t) *0.004229 * Area (sq ft) * * 72.96 58.03 * Q Total (cf a) * 170.00 * Flow (cfs) * * 116.11 * 53.89 * Top Width (f t) * 135.22 * Top Width (ft) * 73.64 * 61.57 * Vel Total (ft/s) * 1.30 * Avg. Vel. (ft/s) * * 1.59 0. 93 * Max Chl Dpth (ft) * 3.39 * Hydr. Depth (ft) * * 0.99 * 0.94 * ConV. Total (cfs) * 2614.0 * ConV. (cfs) * * 1765.4 * 828.6 * Length Wtd. (ft) * 100.00 * Wetted Per. (ft) * * 74.29 * 61.60 * Min Ch E1 (ft) * B'79.49 * Shear (lb/sq ft) * * 0. 7.6 * 0.25 * Alpha * 1. 19 * Stream Power (lb/ft s) * � � * 0.41 * 0.23 * Frctn Loss (f. t) * 0.55 * Cum Volume (acre-f t) * 0. 18 * 0.07 * C & E Losa (ft) * 0.00 * Cum SA (acres) * * 0.20 * 0.07 CROSS SECTION RIVER: Bear Creek REACH: Bear Creek RS: 0 INPUT Description; Station 0+00 West Property Line Station Elevation Data num= 26 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 BD4 42 863 85 882 130 881 165 880 205 679 355 878 405 877 420 876 424 874.81 427 874.32 430 874.8 435 875.62 445 876 470 877 527 878 550 878 592 878 638 879 668 880 -- 702 881 731 862 757 883 777 884 796 885 806 886 Manning's n-Values num= 3 Sta n Val Sta n Val Sta n Val .*****x***********+***+******.**********.+**+**+ 0 .l 355 .06 527 .l Hanle Sta: Left Right Coeff Contr. Expan. 355 527 .1 .3 CROSS SECTION OUTPUT Profile NPF 1 * E.G. Elev (ft) * 876.37 * Element * Left OB * Channel * Right OB * Vel Head (f t) * 0.10 * Wt. n-Val. * 0.100 * 0.060 * 0.100 * W,S,.Elev (f t) 878.27 * Reach Len. (f t) * CYit W.S. (f C) * 877.49 * Flow Area (aq ft) * 5.33 * 226. 20 * 18.96 * E,G. Slope (ft/f t) *0.007429 * Area (sq ft) * 5.33 * 226. 20 * 18.96 ' * Q Total (cf a) * 590.00 * Flow (cfs) * 1. 78 * 578.70 * 9.52 * Top Width (f t) * 289.24 * Top Width (ft) * 39.98 * 172.00 * 77.26 * Vel Total (ft/s) * 2.36 * Avg, Vel. (ft/s) * 0.33 * 2.56 * 0.50 * Max Chl Dpth (f t) * 3.95 * Hydr. Depth (ft) * 0. 13 * 1.32 * 0.25 * Conv. 'Dotal (cfs) 6845.0 * Conv. (cfs) * 20.7 * 6714.0 * 110.4 * Length Wtd. (ft) * * Wetted Per. (f t) * 39.98 * 172.40 77.26 * Min Ch E1 (ft) * 674.32 * Shear (lb/sq ft) 0.06 0.61 * 0.11 * Alpha * 1. 16 * Stream Power (lb/ft s) * 0.02 * 1.56 * 0.06 * F'retn Loss (f t) * Cum Volume (acre-f t) * C & E Loss (f t) * * Cum SA (acres) Page 34 II � � � a � � _T d � I I' d w 040826eCuly. rep CROSS SECTION OUTPUT Profile )(PF 2 **F.*G**Elev*(f t)************878*39****Element*******************Left*OB****Channel***Right*OB** * Vel Head (f t) * 0. 10 * Wt. n-Val. * 0.060 * * * W.S. Elev (f t) * 878,28 * Reach Len. (f t) * Crit W.S. (f t) * 877.49 * Flow Area (sq ft) * * 229.09 * E.G. Slope (ft/f t) *0.007935 * Area (sg ft) * * 229.09 * Q Total (cfs) * 590.00 * Flow (cfs) * 590.00 * Top Width (f t) * 172,00 * Top Width (ft) * * 172.00 * Vel Total (ft/s) * 2,58 * AVg. Vel. (ft/e) * * 2.58 * Max Chl Dpth (f t) * 3.96 * Hydr. Depth (ft) * 1.33 * Conv. Total (cfs) * 6842.4 * Conv. (cfs) * * 6842.4 * Length Wtd. (ft) * * Wetted Per. (ft) * * 172.96 * Min Ch E7. (ft) * 874.32 * Shear (lb/sq ft) * * 0.61 * Alpha 1.00 * Stream Power (lb/ft s) * * 1.58 * Fretn Loss (ft) * * Cum Volume (acre-f t) * C & F. Loss (f t) * * Cum SA (acres) *wwwww wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww******:**++.+**wwwww++++**.wwwww CROSS SECTION OUTPUT Profile flPF 3 www***wwwww*wwwwwwww*www*wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww*+wwwwwwww*wwwwwwwwwwwwwwwww * E.G, Elev (ft) * 878.24 *' Element * Left OS * Channel * Right OS * Vel Head (f t) * 0.09 * Wt. n-Val. * 0.100 * 0.060 0.100 * W.S. EleV (f C) * 878. 15 * Reach Len. (ftj * Crit W.S. (f t) * 877.37 * Flow Area (sq £t) * 1. 69 * 206. 18 * 10.28 * E.G. Slope (ft/f t) *0.007433 * Area (aq fC) * 1. 69 * 206. 18 * 10.28 * Q Total (cfs) * 500.00 * Flow (cfs) * 0.39 * 496.02 * 3.60 * Top Width (ft) * 266.43 * Top Width (ft) * 22.52 * 172.00 * 71.91 * Vel Total (ft/s) '.2.29 * Avg. Vel. (ft/s) 0.23 * 2.41 0.35 * Max Chl Dpth (f t) * 3.83 * Hydr. Depth (f t) * 0.08 1.20 * 0.14 * Conv. Total (cfs) * 5799.3 * Conv. (cfs) * 4.5 * 5753.1 41.8 * Length Wtd. (f t) * * Wetted Per. (f t) * 22.52 172.40 * 71.91 * Min Ch E1 (f C) * 874.32 * Shear (lb/aq ft) * 0.03 * 0.56 * 0.07 * Alpha * 1.09 * Stream Power (lb/ft s) * 0.01 * 1.34 * 0.02 * Fretn Lose (ft) * Cum Volume (acre-f t) * C & E Lo s9 (f t) * w Cum SA (acres) wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww**+wwwwwwwwwwwwwwwwwwwwww*wwwwwwwwwwwwwww CROSS SECTION OUTPUT Pro £ile NPF 4 wwwwwwwwwwww*wwwwwwwwwwwwwwwwwwww**www*wwwwwwwwwwwwwwwwwwwwwwwww«wwwww+wwwwwwwwwwwwwwwwwwwwwwww * E.G. Elev (ft) * 877.89 * Element * Left OH * Channel * Right OB * Vel Head (f t) 0.07 * Wt. n-Val. * * 0.060 * W.S. Elev (ft) * 877.82 * Reach Len. (f t) * Crit W.S. (ft) * 876.95 * Flow Area (sq ft) * * 151. 19 *'E.G. Slope (ft/f t) *0.007432 * Area (sq £t) * * 151. 19 * Q Total (cfs) * 320.00 * Flow (cfs) * 320.00 * Top Width (f t) * 152.79 * Top Width (ft) * * 152.79 * Vel Total (ft/s) * 2. 12 * Avg. Vel. (fC/s) * * 2. 12 * Max Chl Dpth (f t) * 3.50 * Hydr. Depth (f t) * * 0.99 * Conv. Total (cfs) - * 3712.0 * Conv. (cfs) * * 3712.0 * Length Wtd. (f t) * * Wetted Per, (f t) * * 153.18 * Min Ch E1 (f C) * 874.32 * Shear (lb/sq ft) * 0.46 * Alpha 1. 00 * Stream Power (lb/ft s) * 0. 97 *' Frctn Loss (ft) * * Cum Volume (acre-ft) * C & E Lose (f C) * * Cum SA (acres) w wwwwwwwwwwwwwwwwwwwwwwwwwww*wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww*+wwwwwwwwwwwwwwwwwwwwww Page 35 j �'',. � � � � i i � 6 w040826eCuly.rep CROSS SECTION OUTPUT Profile j{PF 5 *.***.+***..***.x*+***x*******************e***************+*++*•******+**+**•**********+******* * E.G, Elev (ft) * 877.36 * Element * Left OH * Channel * Right OB * Vel Head (ft) * 0.06 * Wt. n-Val. * *� 0.060 * W.S. Elev (f t) * 877.30 * Reach Len. (ft) * Cr1t W.S. (f t) * 876.48 * Flow Area (sq ft) * * D6.45 * E.G. Slope (ft/f t) *0.007431 * Area (sq ft) * * 86.45 * Q Total (cfa) * 170.00 * Flow (cfs) * * 170.00 * Top Width (ft) * 97.41 * Top Width (f t) * 97.41 * Vel Total (ft/s) 1.97 * Avg. Vel. (ft/s) * * 1.97 * Max Ch1 Dpth (ft) 2.96 * Hydr. Depth (ft) * * 0.89 * Conv. Total (cfs) * 1972.1 * Conv. (cfs) * 1972.1 * Length Wtd. (f t) * * Wetted Per. (ft) * * 97.80 * Min Ch E1 (f t) * 874.32 * Shear (lb/sq ft) * * 0.41 * Alpha 1.00 * Stream Power (lb/ft s) * * 0.81 * Frctn Loss (f t) � * Cum Volume (acre-f t) * C & E Loss (f t) * * Cum SA (aeres) •++*+*.*.**+.*.+.**.**.*w***x***********************.*+******+****.***.x**.*+***.****.***+*+*** **+************+******+**.**+:**.*+**�.r****w**************************+**+**+**** SUMMARY OF MANNING'S N VALUES River:Bear Creek * Reach * River Sta. nl n2 * n3 *****++***«*«***************a++.*++**+*.+**+.*+*.+**.*********+** *Bear Creek * 1360 * .09* .06* .09* *Bear Creek * 1260 * .09* .06* .09* *Bear. Creek * 1067 .09* ,06* .09* *Sear Creek * 636 * .09* .06* .09* *Rear Creek * 620 * .09* .06* .09* *Hear Creek * 488 * .09* .06* .09* *Hear Creek * 473 .09* .06* .09* *Bear Creek * 43II *Culvert *Hear Creek 403 * .09* ,06* .09* *Beat Creelc * 305 * .09* ,06* .09* *Bear Creek * 230 * .09* .06* .09* *Bear Creek * 155 * ,1* .06* .1* *Bear Creek * 100 * .1* .06* .1* *Bear Creek 0 * .1* .06* .1* *.***+*�.r*xx**********.***.**e****�.r*****e*+****+****.****:*++***** SUMMARY OR REACH LENGTHS River: Rear Creek ************+a+*.**+**+******+*:**.*+.s..+**********************. * Reach * River Sta, * Left * Channel * Right *+***+*+***********.****+*++++.«..*..**x******.*+**+*.**++***.*** *Bear Creelc * 1360 100* 100* 100* *Bear Creek 1260 193* 193* 193* *Rear Creek 1067 * 231* 231* 231* *Bear Creelc * 636 * 216* 216* 216* Page 36 R _� � _ � � � � I � I � -e @ w040826eCuly. rep *Rear. Creek * 620 * 132* 132* 132* *Bear Creek * 488 * 15* 15* 15* �i *Bear Creek * 973 * 70* 70* 70* �. *Hear Creek * 438 *Culvert *Bear Creek * 403 * 98* 98* 98* �'. *Hear Cree]S * 305 * 102* 102* 102* *Bear Creek * 230 * 75* 75* 75* *IIear Creek * 155 � * 55* 55* 55* ' *Bear Creek 100 * 100* 100* 100* *Bear Creek * 0 SOMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: Bear Creek +.*********.***+***.****+*�*.***********..+e*+**++****** * Reach * River Sta. * Contr. * Expan. .*****.******x*.+*********.****.+***+*.*+*a*****a***a*+ *Hear Creek * 1360 * .1* .3* *Hear Creek * 1260 * .1* .3* *Bear Creek 1067 .1* .3* ' *Hear Creek * 836 * .1* .3* *Hear Creek * 620 * .1* .3* *Bear Creek * 488 * .3* .5* *Bear Creek * 473 * .3* .5* *Bear Creek * 438 *Culvert *sear Creek * 903 * .3* .5* , *Bear Creek * 305 * .l* .3* *Bear Creek * 230 * .l* .3* *Bear Creek * 155 * .1* .3* *Bear Creek * 100 * .1* .3* *Bear Creek * 0 * .1* .3* Prof.i le Outpuk Table - CHECKRAS *+.***+********.*****************e+.***.******.***** * Reach * River Sta *Froude # Chl *Top Wdth Act *Conv. Total *Prof Delta WS *Left Sta Eff *Ene Sta L *Center Sta lion *Enc; Sta R *light Sta Eff *Min Ch E1 *Left Stagn *Right Stagn * * * * (ft) * (cfa) * (ft) * (f t) * (£t) * (f t) * (f C). * (ft) * (ft) * (ft) * (f t) *******0*47** *****136.65 **Bear*Creek****1360******* * * 6672.8 * * 173 .38 * * 237.50 * 310. 03 * 884.97 * flear Creek * 1360 * 0.48 * 70,00 * 6528.8 * 0.06 * 200.00 * 200.00 * 237.50 * 270.00 * 270.00 * 884.97 * Bear Creek * 1360 * 0.4E * 126.00 * 5648.E * -0.23 * 176.55 * * 237.50 302.55 * 684.97 * Bear Creek * 1360 * 0.95 * 99.87 * 3631.E * -0.78 * 184.54 * * 237.50 284.41 * 884.97 * BeaT Creek * 1360 * 0.41 * 60.05 * 2032.7 * -1. 45 * 203.51 * * 237.50 263.5E * 884.97 Page 37 � M1 � G E 1' € LL C I � P � w040826eCulv.rep * * Bear Creek * 1260 * 0.47 * 109. 77 * 654D,0 * * 70.07 * * 146,50 * ''� * 179.fl4 * 884.42 * * ' * Bear Creek * 1260 * 0.45 * 75.00 * 6D06.5 * 0. 10 * - 85.00 * 85.00 * 146.50 * 160. O[j * 160.00 * 884,42 * * * ii * Bear Creek * 1260 * 0.45 * 104.70 * 5707.0 * -0.20 * 71. 63 * * 146.50 * 176,33 * 884.42 * Hear Creek * 1260 * 0.41 * 92 .37 * 3933.7 * -0.67 * 75.43 * * 146.50 * 167.79 * 889.42 * Bear Creek * 1260 * 0.35 * 72.47 * 2381.8 * -1.23 * 85.27 * * 146.50 * * Bear Creek * 1067 * 0.47 * 168.59 * 6235.8 * * 83.48 * * 184 .00 * 252.07 * 883.63 * Hear Creek *1067 * 0.49 * 108.00 * 6032.0 * 0.09 * 103.00 * 103.00 * 184.00 * 211.00 * 211. 00 * 883.63 * * * ' * Bear Creek * 1067 * 0.47 * 162.88 * 5178.9 * -0. 19 * 84.62 * * 184.00 * 247.51 * 883.63 * Hear Creek * 1067 * 0.97 * 148.65 * 3255 .3 * -0.60 * 87.61 * * 184.00 * 236. 2'7 * 883.63 * Bear Creek * 1067 * 0.49 * 129.15 * 1617.2 * -1.07 * 91.89 * * 184.00 * 221. 04 * 863,63 * * Bear Creek * 836 * 0.48 * 174.93 * 6327.3 * * 109.82 * * 167.50 * 284:75 * 881.84 * Bear Creek * 836 * 0.46 * 103.00 * 6667.9 * 0. 15 * 140.00 * 140.00 * 167.50 * 243.00 243,00 * 881.84 * Hear Creek * 836 * 0.46 * 167.15 * 5569.3 * -0. 14 * 119 .35 * * 167.50 * 281.50 * Bfl1.84 * Bear Creek * 836 � * 0.45 * 195.91 * 3582.1 * -0.57 * 125.57 * * 167,50 * 270.98 * 861. 84 * Sear Creek * 836 * 0.41 * 125.90 * 2029.4 * -1.01 * 133.69 *�. * 167.50 * 259.59 * 881,84 * * * Bear Creek * 620 * 0.32 * 220.91 *� 9386.4 * * 187.95 * * 254.00 * 908.86 * 880.16 * - * Hear Creek * 620 * 0.35 * 122.00 * 8541.E * O. OS * 230.00 * 230.00 * 254.00 * 352.00 * 352.00 * 860.1E * Bear Creek * 620 * 0.37 * 200.75 * 6756.E * -0,37 * 200.49 * * 254.00 * 401.24 * 880,1E * Bear Creek * 620 * 0.3E * 171.72 * 4243.7 * -0. 83 * 217 .73 * * 254.00 * 389.45 * 880.1E * Bear Creek * 620 * 0.39 * 138.47 * 2001.5 * -1.39 * 235.92 * * 254.00 * 374.39 * 880.1E * * BeaY Creek * 48fl * 0.21 * 254.27 * 14581.1 * * 176.02 * * 280.00 * 430.29 * 878.75 * Bear Creek * 488 * 0.21 * 256.47 * 15299,7 * 0.07 * 175.20 * * 280.00 * 431. 67 * 878.75 * ' * Bear Creek * 488 * 0.28 * 235.15 * 9094.5 * -0. 60 * 183.20 * * 260.00 * 918 .34 * 878.75 * Bear Creek * 488 * 0.39 * 181.fl1 * 4086.9 * -1.41 * 217.82 * * 280,00 Page 38 ' z � � � �; i i � ` -1 f � f � E w040826eCuly. rep 399.63 * 878.75 * Hear Creek * 488 * 0.52 * 22. 63 * 1518.E * -2.51 * 269. 16 * * 280.00 * 291.80 * 878.75 * * * ', �', * * * * * * * * * .,,; I ���' * Sear Creek * 473 * 0.28 * 162 .34 * 11316.5 * * 264.00 * * 278.00 * 426.34 * 878.59 * ',�, * Beat Creek * 473 * 0.2E * 163.8E * 11873 .5 * 0.08 * 264.00 * * 278.00 927.8E * 878.59 * Sear Creek * 473 * 0.3E * 149.31 * 7129.0 * -0.65 * 264.00 * * 278.00 * 413 .31 * 878.59 * -� �� * Bear Creek * 473 * 1.00 * 22.23 * 1480.2 * -2.49 * 267.50 * * 278.00 * * 269.74 * 878.59 * Bear Creek * 473 * 0.90 * 19. 12 * 846.E * -3.15 * 270. 13 * * 278.00 * 289.2E * 878.59 ** * BeaY CYeek * 438 Culvert ik1 * * * * * BeaY CYeek * 436 Cu1VeYt j{1 * * * * * * * * * * * BeaY CYeek * 438 Culvert #1 * * * * * "* * * * * Bear Creek * 438 Culvert #1 * * * * * * * Bear CYeek * 438 Culvert #1 * * * * Bear Creek * 403 * 0.65 * 151.04 * 4598.5 * * 159. 53 * * 216.00 * 310.57 * 877.85 * Bear Creek * 403 * O.SII * 158.47 * 5225.9 * 0. 14 * 156.02 * * 216.00 * 314 .49 * 877.85 * Hear Creek * 403 * 0.64 * 133.72 * 3952.8 * �-0,17 * 166.24 * * 216 .00 * 299.9E * 877.85 * Bear Creek * 403 * 0.59 * 89.03 * 2656,2 * -0.60 * 183 .55 * * 216 .00 272.58 * 877.85 * * * * Bear Creek * 403 * 0.48 * 25.89 * 1671.E * -1. 11 * 203.11 * � * 216.00 * 229.00 * 877.85 * * BeaY Creek * 305 * 0.44 * 189.20 * 6918.E * * 155.48 * * 248.00 344.68 * 876. 80 * HeaY CYeek * 305 * 0.48 * 106.00 * 6319.4 * 0.0E * 200.00 * 200.00 * 248.00 * 306.00 * 306.00 * 676.80 * Hear Creek * 305 * 0.43 * 182.10 * 5895.0 * -0. 17 * 159.65 * * 248.00 * * 341.75 * 876.80 * * Bear Creek * 305 * 0.42 * 164.05 * 3820.E * -0.58 * 169.90 * * 248.00 333.95 * 876.80 * Bear Creek * 305 * 0.42 * 141.42 * 1954,1 * -1. 10 * 182.7E * * 248.00 * 324.18 * 876.80 * * Bear Creek * 230 * 0.60 * 196.90 * 4906.4 * * 184.9E * * 283.00 * 381.65 * 875.91 * Bear Creek * 230 0.5E * 110,00 * 5293 .0 * 0.10 * 225.00 * 225.00 * 283.00 * 335. OA Page 39 w040026eCu1v. rep 335.00 * 875.91 * Hear Creek * 230 * 0.60 * 183.19 * 4167.4 * -0.15 * 191. 20 * * 283.00 * ii. 374,39 * 875.91 * * * ,'i �''�. * BeaY CYeek * 230 * D.57 * 150.96 * 2791.8 * -0.51 * 205.88 * * 283.00 * �,, * 356.85 * 875.91 * Bear�Cre ek * 230 * 0.50 * 114 .39 * 1605.9 * -0. 92 * 222.55 * * 283.00 * 336. 93 * 875.91 * * * . * * * + * * Bear Creek * 155 * 0.47 * 239.71 * 6063.8 * * 215. 93 * * 366.00 * �' �" 450.64 * 875.39 * * * * BeaY CYeek * 155 * 0.50 * 110.00 * 5762.E * 0.08 * 287.00 * 287.00 * 366.00 * 397.00 * 397.00 * 875 * Bear Creek * ,39 155 * 0.47 * 220,59 * 5131.5 * -0.15 * 227.82`* * 366.00 * '�', * 448.41 * 875.39 * Bear Creek * 155 * 0.47 * 181.92 * 3170.4 * -0.52 * 247.25 * * 366. 00 * � 428.67 * 875.39 * Hear Creek * 155 * 0.50 * 133.25 * 1489.9 * -0.98 * 269.98 * * 366.00 * 403 .22 * 875 .39 * * * ' * * Bear Creek * 100 * 0.33 * 251.70 * 8571.8 * * 230.23 * * 348.50 981.92 * 874.49 * BeaY Creek * 100 * 0.3E * 111.00 * 7904 .4 * 0.04 * 309.00 * 309.00 * 348.50 * 420.00 * 420.00 * 874.49 * Bear Creek * 100 * 0.32 * 235.0E * 7495.2 * -0. 14 * 242.43 * * 348.50 * 477.49 * 874.49 * Sear Creek * 100 * 0.29 * 191. 04 * 5049.2 * -0.49 * 279.73 * * 348.50 * 965.77 * 874.49 * Bear Creek * 100 * 0.28 * 135.22 * 2614.0 * -0.99 * 314.3E * * 348.50 949.57 * 874 .49 * * Bear Creek * 0 * 0.39 * 289.24 * 6845.0 * * 315.02 * * 941.00 609.2E * 874.32 * Bear Creek * 0 * 0.39 * 172.00 * 6842.4 * 0.02 * 355.00 * 355.00 * 441.00 * 527.00 527.00 * 874.32 * * � ' * Bear Creek * 0 * 0.39 * 266.43 * 5799.3 * -0. 12 * 332.48 * * 441. 00 598.91 * 874 .32 * Hear Creek * 0 * 0.37 * 152.79 * 3712.0 * -0.45 * 363.98 * * 441. 00 516.7E * 874 .32 * Bear Creek * 0 * 0.37 * 97.41 * 1972.1 * -0.96 * 389.85 * * 441.00 * 487.27 * 879.32 *****�*:**�x*e.*****+*xx**x*x*.r*******.**.**.+*.*******++:***e***+***+*******.***x***********++a**.****+****************.***+*�********+_a� Profile Output Table - Standard Table 1 **Reach**** * River Sta * Q Total *Min Ch E1 *W.S. E1ev *Grit W.S. *E.G. Elev *E.G. Slope * Vel Chnl *Plow Area *Top Width *Proude N Chl * * * (cfs) * (f t) * (ft) * (f t) * (ft) * (ft/ft) * (ft/s) * (sq ft) * (f t) **BeaY*Creek * 1360 * 590.00 * 884.97 * 889.7E * * II90.04 * 0.007818 * 5. 18 * 206.72 * 136.65 Page 40 Il � � � _� � _.� T I �� � w040D26eCulv.rep 0 .47 * Bear Creek * 1360 * 590.00 * 684.97 * 889.82 * * 890. 19 * 0.008166 0 .48 * Bear Creek * 1360 * 500.00 * 864.97 * 889.53 * * 689.60 * 0.007835 0 .46 * Bear Creek * 1360 * 320.00 * 884.97 * 880.98 * * 889.23 * O.D07764 0.45 * Bear Creek * 1360 * 170.00 * 884.97 * 668.31 * * 888.49 * 0.006994 0.91 * Bear Creek * 1260 * 590.00 * 884.42 * 888:99 * ,. * 689.23 * 0.008119 0.47 * Bear Creek * 1260 * 590-. 00 * 684.42 * 889.09 * * 889.33 * 0.007514 0.45 * BeaY CYeek * 1260 * 500.00 * 884.42 * 886.80 * * D89.01 * 0.007676 0,45 * Bear Creek * 1260 * 320.00 * 884,42 * 868.32 * * 888.49�.* 0.006617 0.41 * Bear Creek * 1260 * 170.00 * 884.42 * 687.77 * * 887.87 * 0.005099 0.35 * * . * * * * + * * BeaY CYeek * 1067 * 590.00 * 883.63 * 887.42 * * 687.56 * 0.008952 0.47 * Sear Creek * 1067 * 590.00 * 883.63 * 687.51 * * 887.68 * 0.009567 0.49 * BeaY Creek * 1067 * 500.00 * 883.63 * 887.23 * * 887.36 * 0.009323 0.47 * BeaY Creek * 1067 * 320.00 * 883.63 * 886.82 * * 886. 94 * 0.009663 0 .47 * Bear Creek * 1067 * 170,00 * 883.63 * 886.35 * * 886.48 * 0.011050 0.49 * BeaY CYeek * D36 * 590.00 * 881.84 * 685.38 * * 885.52 * 0. 008695 0 .48 * * Bear Creek * 836 * 590.00 * 881.84 * 885.53 * * 885.68 * 0.007829 0.46 * Sear Creek * 836 * 500.00 * 881. 64 * D05.24 * * 865.36 * 0.008060 0.46 * * Bear Creek * 836 � * 320.00 * 881.84 * 884.81 * * 684.92 * 0.007980 0,45 * Sear Creek * 836 * 170.00 * 861.84 * 084.37 * * 884.45 * 0.007017 0.41 * * . * * + + * * * * Bear Creek * 620 * 590.00 * 8D0.16 * 884.23 * * D84.29 * 0.003951 0.32 * BeaY Creek * 620 * 590.00 * 880. 16 * 889.28 * * 864.37 * 0.004771 0.95 * eear Creek * 620 * 500,00 * 880. 16 * 883 .86 * * 883.93 * 0.005476 0 .37 * Bear Creek * 620 * 320.00 * 880.16 * 883 .40 * � * 883.47 * 0.005686 0.36 * Bear Creek * 620 * 170.00 * 860.16 * 882.84 * 862 .99 * 882.91 * 0.007215* Page 41 i _ i ,, 5.35 * 165.77 * 70.00 4.98 * 176:97 * 126.00 4.43 * 114 .69 * 99.87 3 .55 * 60.90 * G0.05 �I * '. � * * I is 5. 13 * 200.81 * 109.77 * 5.03 * 185.89 * 75,00 9 .81 * 179.07 * 104.70 * ��',. 9 .06 * 133.14 * 92.37 3 .1i * 86.42 * 72.47 4.73 * 253.07 * 168.59 4 .99 * 212.67 * 108.00 9 .63 * 221. 56 * 162.88 4.27 * 157.67 * 148.65 3,98 * 91.59 * 129.15 9 .80 * 258.10 * 174.93 4.70 * 221. 10 * 103.00 4.48 * 233.89 * 167.15 4 .00 * 166.61 * 145.91 3 .30 * 107.17 * 125.90 3 .31 * 362,72 * 220.91 3 .68 * 278.76 * 122.00 3 .61 * 284.05 * 200.75 3 .30 * 199.59 * 171. 72 3.15 * 113.13 * 138.47 0.39 * Bear Creek * 488 0.21 * Hear Creek * 488 0.21 * Bear Creek * 488 0.26 * Bear Creek * 488 0.39 * Hear Creek * 488 0,52 * * * * IIear Creek * 473 0.28 * Bear Creek * 473 0.26 * Bear Creek * 473 0.36 * Bear Creek * 473 1.00 * Hear Creek * 973 0.90 * Bear Creek *-938 * Bear Creek * 403 0.65 * Bear Creek * 403 0.58 * Hear Creek * 403 0.64 * Bear Creeh * 903 0.59 * Bear Cree]< * 403 0.48 * Bear Creek * 305 0.44 * Bear Creek * 305 0.48 * Bear Creek * 305 0 .43 * Bear Creek * 305 0 .42 * Bear Creek * 305 0.92 * aear Creek * 230 W040826eCuly.rep * 590.00 * 878.75 * 883.91 * * 883.96 * 0.001637 * 590.00 * 878.75 * 083.98 * * 884.03 * 0.001487 * 500.00 * 87D.75 * 883 .32 * * 883.40 * 0. 003023 * 320.00 * D78.75 * 882.51 * * 682.68 * 0.006131 * * 170.00 * 876.75 * 881.41 * * 861.66 * 0.012532 * 590.00 * 876.59 * 883.82 * DD2.58 * 883.91 * 0.002717 * 590.00 * D78.59 * fle3.89 * 882.58 * 863.98 * 0. 002469 * 500.00 * 878.59 * 883.17 * 882.40 * 863 .33 * 0.004919 * 320.00 * 878.59 * 881,32 * 681.32 * 882.26 * 0. 046738 * 170.U0 * 878.59 * 980.67 * 880.54 * 881. 25 * 0.040326 * CulverC * 590,00 * 877,85 * 881.96 * 881.80 * F182.47 * 0.016462 * 590.00 * 877.85 * 882.10 * 801.81 * 882.50 * 0.012746 * 500.00 * 877.65 * 061.79 * 881.61 * 882.27 * 0.016000 * 320.00 * 877.85 * 881.36 * 880.70 * 881. 74 * 0.019514 * 170.00 * 877.fl5 * 880.85 * 879.90 * 881. 05 * 0.010342 * 590.00 * 876.80 * 881.11 * * 881. 27 * 0.007272 * 590.00 * 876.80 * 881. 16 * * 881.39 * 0.008717 * 500.00 * D76.80 * 880. 93 * * 881.09 * 0.007194 * 320.00 * 876.80 * 880.52 * � * 880.67 * 0.007015 * 170.00 * 876.80 * 880.01 * * 880.17 * 0.007568 590.00 * 875.91 * 879.9D * * 880.23 * 0.014461 Page 42 2 .51 * 467.63 * 254,27 2 * 485.18 * 256.47 .42 3.09 * 321.41 * 235.15 '* 3 .72 * 147.85 * 181.81 * i'- I: 4.02 * 42.27 * 22.63 * ��- 3.21 * 325,28 * 249.51 3.09 * 337.65 * 251.78 3.85 * 223.75 * 229.96 7.74 * 91.33 * 22.23 6. 13 * 27.72 * 19.12 6.32 * 150.22 * 151.04 5.73 * 171. 66 * 156.47 5.99 * '126.24 * 133.72 5.08 * 77. 83 * 89. 03 3.64 * 46.69 * 25,89 9 .60 * 265.14 * 189.20 5.09 * 202.12 * 106.00 4.42 * 233.37 * 182.10 3.99 * 162.37 * 164 .OS 3 .62 * 83.82 * 141.42 5.89 * 219.04 * 196.90 _ � � f �.. � � k � � � y �. I y � � W040826eCuly. Tep 0.60 * BeaT Creek * 230 * 590.00 * 875.91 * 680.08 * * 880.33 * 0.012425 * 5.59 * 186.3G * 110.00 0.56 * Bear Creek * 230 * 500.00 * 875.91 * 879. 82 * * 880.08 * 0.014395 * 5,67 * 190.09 * _ 163.19 * Ali 0.60 * � * Bear Creek * 230 * 320.00 * 875.91 * 879.47 * 879.24 * 879. 70 * O.Q13623. * 5.04 * 130.27 * 150.96 * �'� 0.57 * Bear Creek * 230 * 170.00 * 875.91 * 879.06 * 876.72 * 879.24 * 0.011213 * 9.04 * 76 .35 * 114 .39 0,60 * Hear Creek * 155 * 590.00 * 875.39 * 879. 18 * * fl79.34 * 0.009467 * 3.81 * 253.D1 * 239.71 0.47 * Bear Creek * 155 * 590.00 * 875.39 * 879.26 * * 879.47 * 0.010482 * 4.11 * 186,99 * 110.00 0.50 * Bear Creek * 155 * 500.00 * 875.39 * 879.03 * 879.18 * 0.009494 * 3.62 * 219.90 * 220.59 0.47 * Bear Creek * 155 * 320. 00 * 675.39 * 878.65 * * 878.79 * 0.010187 * 3.24 * 145.09 * 181.42 0 .47 * Bear Creek * 155 * 170.00 * 875.39 * 878.20 * * D78.32 * 0.013019 * 2.88 * 73.59 * 133.25 0 .50 * Bear CYeek * 100 * 590.00 * 874.49 * 878,88 * * 878.95 * 0.004738 * 2.61 * 320.40 * 251.70 0.33 * Bear Creek * 100 * 590.00 * 874.49 * 878.92 * * 879.03 * 0.00557]. * 2.D5 * 232.11 * 111.00 0 .36 * Bear Creek * 100 * 500.00 * 874.49 * 878.74 * * 878.81 * 0.009450 * 2.41 * 287.39 * 235.06 0 .32 * Bear Creek * 100 * 320.00 * 874.49 * 876.38 * _ 878.43 * 0.004017 * 1. 97 * 210.93 * 191. 04 0.29 * Hear CYeek * 100 * 170.00 * 874.49 * 877.88 * * 677. 92 * 0.004229 * 1.59 * 130.99 * 135.22 0.28 * Bear Creels * 0 * 590.00 * 879.32 * 878.27 * 877.49 * 876.37 * 0.007429 * 2.56 * 250.49 * 289. 29 0.39 * Bear CYeek * 0 * 590.00 * 874.32 * 878.28 * 877.99 * 876.39 * 0.007435 * 2.58 * 229.09 * 172.00 0.39 * Hear Creek * 0 * 500.00 * 874.32 * II78.15 * 877 .37 * 876.24 * 0.007433 * 2.41 * 216.15 * 266.43 0.39 * Hear Creek * 0 * 320.00 * 874.32 * 877.82 * 876. 95 * 877.89 * 0.007432 * 2. 12 * 151.19 * 152.79 0.37 * Bear Creek * 0 * 170.00 * 874.32 * 877 .30 * 876,48 * 877.36 * 0. 007431 * 1.97 * 66 .95 * 97.41 0.37 Profile Output Table - Standard Table 2 * Reach * River Sta * E.G. Elev *W.S. Elev * Vel Head *Rre to Loss *C & E Loss * Q Left *Q Channel * R Right *Top Width * * (ft) * (f t) * (f t) * (ft) * (ft) * (cf s) * (cfs) * (efa) * (ft) *1360******* *** *890*04** **869*76** ****0*28* *** *0*80* *****0*01** **125*45* ****92*09*****136*65* **372 **Bear*Creek** *45* * Bear Creek * 1360 * 890. 19 * 889. 82 * 0.32 * 0.70 * 0.02 * 116 .07 * 390.88 * 83.05 * 70.00 *��'�. * Bear Creek * 1360 * 889.II0 * 889.53 * 0.27 * 0.78 * 0.02 * 96.29 * 336. 42 * 67.29 * 126.00 *. i': Page 43 w040026eCuly. rep * Hear Creek * 1360 * 869.23 * 888.98 * 0.25 * 0.72 * 0.02 * 40.93 * 253.02 * 26.05 * Bear Creek * 1360 888.49 886.31 * 0.18 * 0.59 * 0.02 * 8.42 * 157.49 * 4.10 ** * Hear CYeek * 1260 889.23 * 886.99 * 0.24 * 1. 64 * 0.03 * 262.06 * 285.87 * 22.07 * * Sear Creek * 1260 889.33 * 889.09 * 0.24 * 1. 63 * 0. 02 * 289.42 * 287.77 * 12 .82 * Bear CYeek * 1260 * 889,01 * 888.80 * 0.21 * 1. 63 * 0.02 * 231.49 * 254. 03 * 14 .53 * Bear Creek * 1260 * 888 .49 * 888.32 * 0.16 * 1. 53 * 0.01 * 130.96 * 165.30 * 3.72 * Bear Creek * 1260 � * 887.B7 * 887.77 * 0.11 * 1.90 * 0.00 * 53.75 * 116. 15 * 0.10 * Bear CYeek * 1067 * 887.56 * 687.42 * 0. 14 * 2.04 * 0.00 * 330.89 * 148.70 * 110.42 * Bear Creek * 1067 * 887.68 * 887.51 * 0. 17 * 1.99 * 0.00 * 338.44 * 161.45 * 90.11 * Bear Creek * 1067 * 887.36 * 887.23 * 0. 13 * 2.00 * 0.00 * 276.59 * 136.76 * 86.65 * Bear Creek * 1067 * 886.94 * 886.82 * 0. 12 * 2.02 * 0.00 * 166.63 * 108.62 * 44.75 * Bear Creek * 1067 * 886.48 * 886.35 * 0. 13 * 2.01 * 0.01 * 71.44 * 82.26 * 16.30 * IIear Creek * 836 * 685.52 * 885 .38 * 0.14 * 1. 22 * 0.02 * 103.40 * 161.96 * 329.64 * Bear Creek * 836 * 885.68 * 885.53 * 0. 15 * 1.30 * 0.02 * 105.50 * 166 .38 * 318.73 * Hear Creek * 836 * 885.36 * 885.24 * 0. 12 * 1.42 * 0.01 * 86.06 * 144.14 * 269.79 * Sear Creek. * 836 884 .92 * 889.81 * 0.11 * 1.44 * 0.01 * 52.20 * 109.92 * 157.88 * Bear Creek * 836 * 884.45 * 884.37 * 0.09 * 1.54 * 0.00 * 25.00 * 74.72 * 70.28 * Rear Creek * 620 * BB4.29 * 884.23 * 0.06 * 0.32 * 0.00 * 53.28 * 111.78 * 924.94 * Bear Creek * 620 * 884.37 * 884.28 * 0:09 * 0.32 * 0.01 * 47.23 * 125.83 * 416.94 * Bear Creek * 620 * 883.93 * 883.66 * 0.07 * 0. 53 * 0.00 * 33.65 * 108.33 * 358.02 * Bear Creek * 620 * 883.47 * 883.40 * 0.07 * 0.78 * 0.01 * 13 .35 * 69.02 * 222. 63 * Bear Creek * 620 * 882.91 * 882.84 * 0.07 * 1. 23 * 0.02 * 3.27 * 62.54 * 104.19 * Bear Creek * 988 * 883.96 * 883.91 * 0.05 * 0.03 * 0.01 * 111.81 * 256.77 * 221. 42 * Hear. Creek * 488 * D84. 03 * 883.98 * 0.05 * 0.03 * 0.01 * 114.57 * 251,32 * 224.11 * Bear CYeek * 488 * 883 .40 * 883 .32 * 0.09 * 0.06 * 0.02 * 68.29 * 271.16 * 160.55 * Hear Creelc * 48II * 882.68 * 882.51 * 0.17 * 0.20 * 0. 23 * 14.24 * 254 .30 * 51.46 * Bear Creelc * 488 * 881. 66 * 881.41 * 0.25 * 0.31 * 0.10 * * 170.00 * Bear Creek * 473 * 883.91 * 883.82 * 0.10 * * * 5.93 * 323.13 * 260.94 * Bear Creek * 473 * 883.98 * 883.89 * 0.09 * * * 6.00 * 317.35 * 266.65 * Bear Creek * 473 * 883 .33 * 683.17 * 0.16 * * * 4.30 * 328.28 * 167.42 * Bear Creek * 473 * II82.26 * 883..32 * 0. 93 * * * * 320.00 * AeaY Creek * 473 * 881.25 * 680.67 * 0.58 * * * 170.00 * Sear Creek * 430 * Culvert * Bear Creek * 403 * 882.47 * 881. 96 * 0.51 * 1.03 * 0.17 * 33.55 * 477.76 * 78.69 * Bear Creek * 403 * 882.50 * 882.10 * 0.40 * 1. 02 * 0.09 * 41.92 * 454.09 * 94 .49 * Bear CYeek * 403 * 882.27 * 881.79 * 0.48 * 1.01 * 0.16 * 21.15 * 426.43 * 52.42 * Bear Creek * 403 881. 74 * 881.36 * 0.38 * 0.96 * 0.12 * 3.69 * 304.55 * 11.76 * Hear CYeek * 403 * 881.05 * 880.85 * 0.21 * 0.86 * 0.02 * * 170.00 * Bear Creek * 305 * 881.27 * 881.11 * 0.16 * 1. 02 * 0.01 * 141.85 * 251. 03 * 197.12 * sear Creek * 305 * 881.39 * 881.16 * 0.23 * 1. OS * 0.00 * 121.05 * 262.46 * 186,49 * Bear Creek * 305 * 881.09 * 880. 93 * 0.16 * 1.01 * 0.01 * 111.26 * 229. 15 * 159.59 * Bear Creek * 305 880.67 * 880.52 * 0.15 * 0.97 * 0.01 * 53 .29 * 180.57 * 86. 14 * Bear Creek * 305 * 880.17 * 680.01 * 0.16 * 0. 93 * 0.00 * 10.05 * 134.24 * 25.71 * Sear Creek * 230 * 880.23 * 879.98 * 0.26 * 0.87 * - 0. 03 * 154.53 * 242.82 * 192.65 * BearCreek * 230 * 880.33 * 880.08 * 0.25 * 0.85 * 0.01 * 151.51 * 238.29 * 200.20 * IIear CYeek * 230 * 880.OB * 879.82 * 0.25 * 0.87 * 0. 03 * 120,51 * 221.74 * 157.75 Page 44 99.87 60.05 109.77 75.00 104.70 92 .37 72.47 *.I 168.59 * III 108.00 *;. li 162.86 146.65 129.15 174.93 *. }�� 103.00 167. 15 145.41 125.90 zzo.91 lzz.00 200.75 171.72 138.47 254.27 256.47 235.15 181.81 22.63 249.51 251.76 229.96 22.23 * '. 19.12 151.09 158.47 133.72 89. 03 25.89 189.20 106.00 182.10 164,05 141.42 196.90 110.00 183.19 w040826eCulv.rep * Hear Creek * 230 * 879.70 * 879.47 * 0.23 * 0.86 * 0.03 * 56.94 * 171. 60 * 91.46 * 150.96 * Bear Creek * 230 * 879.24 * 679.06 * 0. 18 * 0.90 * 0.02 * 13 .37 * 114. 63 * 41.fl1 * 114 .39 �j'; * * * + + * * * + * Hear Creek * 155 * 879.34 * fl79.18 * 0.16 * 0.36 * 0. 02 * 147.61 * 401.11 * 41.26 * 234.71 * Bear Creek * 155 * 879.47 * 879.26 * 0.21 * 0.41 * 0.03 * 130.27 * 450. 62 * 9.11 * 110.00 * Bear Creek * 155 * 679.18 * 879. 03 * 0. 15 * 0.34 * 0.02 * 118 .45 * 353.79 * 27.77 * 220.59 * Bear Creek * 155 * 878.79 * 878.65 * 0. 13 * 0.33 * 0. 03 * 57.90 * 253.55 * 8.56 * 181.42 * Bear Creek * 155 * 678.32 * 678.20 * 0. 12 * 0.38 * 0. 03 * 12.].4 * 157 .94 * 0,41 * 133.25 * Bear Creek * 100 * 878.95 * 87II.80 * 0.08 * 0. 59 * 0.00 * 20.32 * 393.82 * 175.86 * 251.70 * Bear Creek * 100 * 879.03 * 878.92 * 0.11 *.. 0. 69 * 0.00 * * 440,21 * 149.79 * ].11.00 * HeaY Creek * 100 * 87B.B1 * 878.74 * 0.07 * 0.57 * 0.00 * 12.57 * 337.59 * 149.83 * 235.06 * Bear Creek * 100 * 87B.93 * B78.38 * 0.05 * 0.53 * 0.00 * 2. 03 * 220.08 * 97.89 * 191.04 * Bear Creek * 100 * 877.92 * 877.88 * 0.03 * 0.55 * 0.00 * * 116.11 * 53.89 * 135.22 * * Bear Creek * 0 878.37 * 878.27 * 0.10 * * * 1. %8 * 578.70 * 9.52 * 289.24 * BeaY Creek * 0 878 * 878,28 * 0.10 * * * * 590.00 * * 172.00 * Bear Creek * 0 * 878.29 .39 * 878.15 * 0.09 * * * 0.39 * 996.02 * 3.60 * 266.43 * Bear Creek * 0 * 877.89 * 877.82 * 0. 07 * * * * 320.00 * * 152.79 * Bear Creek * 0 * 877.36 * 877.30 * 0.06 * * * * 170.00 * * 97.41 Profile Output Table - Four XS Culvert * Reaoh * River Sta * E.G. F.lev *W.S. E1ev * Vel Head *Frctn Loss *C & E Loss * Q Left *Q Channel * Q Right *Top Width * * * (f t) * (f t) * (ft) * (ft) * (ft) * (cfs) * (cfs) * (cfs) * (ft) * Bear Creek * 488 * 883.96 * 883.91 * 0.05 * '0.03 * 0.01 * 111,81 * 256.77 * 221.42 * 254.27 * Sear Creek * 4B8 * 884.03 * 863.98 * 0.05 * 0. 03 * 0.01 * 114.57 * 251.32 * 224. 1]. * 256.47 * Bear Creek * 488 * 863.40 * 883 .32 * 0.09 * 0.06 * 0.02 * 68.29 * 271. 16 * 160.55 * 235.15 * Sear Creek * 488 882.68 * BB2.51 * 0.17 * 0.20 * 0.23 * 14,24 * 254.30 * 51.96 * 181.61 * Bear Creek * 488 * 881.66 * 861.91 * 0.25 * 0.31 * 0.10 * * 170.00 * * 22.63 * Bear Creek * 473 * 883.91 * fl83,62 * 0.10 * * * 5.93 * 323.13 * 260.94 * 299.51 * Bear Creek * 473 * 8fl3.98 * 883.89 * 0.09 * * * 6.00 * 317.35 * 266.65 * 251.78 * Bear Creek * 473 * 8B3.33 * 863.17 * 0. 16 * * * 4.30 * 328.26 * 167.42 * 229.96 * * Bear Creek * 473 * 882.26 * 881.32 * 0.93 * * * * 320.00 * * 22.23 * * Bear Creek * 473 * 881.25 * 880.67 * 0.58 * * * * 170.00 * * 19. 12 * * Bear Creek * 438 * Culvert * * * * * * * * * Bear Creek * 403 * 882.47 * 881.96 * 0.51 * 1.03 * 0.17 * 33.55 * 477.76 * 78.69 * 151. 04 * Rear Creek * 403 * B82.50 * 882.10 * 0.40 * 1. 02 * 0.09 * 41.42 * 454.09 * 99 .49 * 15B.47 * Hear Creek * 403 * B82.27 * 881.79 * 0.48 * 1.01 * 0.16 * 21. 15 * 426.43 * 52.42 * 133.72 * Bear CYeek * 403 * 861.74 * 881.36 * 0.38 * 0. 96 * 0.12 * 3.69 * 304.55 * 11.76 * 89. 03 * Bear Creek * 403 � * 881.05 * 880.85 * 0.21 * 0.86 * 0.02 * * 170.00 * * 25.89 * Bear CYeek * 305 * 681.27 * D81.11 * 0.16 * 1.02 * 0.01 * 141. BS * 251.03 * 197. 12 * 1fl9.20 * Bear Creek * 305 * B81.39 * 881.16 * 0.23 * 1. 05 * 0.00 * 121. 05 * 282.46 * 186.49 * 106.00 * Sear Creek * 305 B81.09 * 880. 93 * 0.16 * 1.01 * 0.01 * 111.26 * 229.15 * 159.59 * 1B2.10 * Sear Creek * 305 * 880.67 * 880.52 * 0. 15 * 0.97 * 0.01 * 53 .29 * 180.57 * 86. 14 * 164.05 * Bear Creek * 305 880.17 * 880.01 * 0. 16 * 0.93 * 0.00 * 10.05 * 134.29 *- 25.71 * 141.42 Profile Output Table - Culvert Only .*+*****+***.....*****.******..*************x*+*+****+x*********.******.*++*****+*.++**+********+***+*+.*+.***«******.***.+«+.*******.«. Page 45 w040826eCu1 V. rep **** ******* * Reach* **River Sta * E.G, US. * W.S. US. * E.G. SC * E.G. OC *Min E1 Weir Flow * Cllly Q * Q Weir * Delta WS *Cu1v Vel OS *Cult' Vel DS ;�. * (ft) * (ft) * (ft) * (f t) * (f t) * (cfs) * (cfs) * (f t) * (PC/s) * (ft/s) * * *****************.+**+*+******..**+*.+x***+***+****+***.*******xw********+.*+**++**+• *********.**.**********+****+**+.*+****+�.* **Bear*Creek****938 Culvert #1 * 883.92 * fl83.82 * 863 .54 * 883.92 * 697.44 * 590.00 * * 1.fl6 * 7.33 * 6.98 * * Bear Creek * 438 Culvert #1 * 883.99 * 883.89 * 883 .54 * 883.99 * fl87 ..44 * 590.00 * * 1. 79. * 7.11 * 6.89 * �i * Bear Creek * 938 Culvert #1 * flfl3.33 * 883.17 * 882.90 * 883.33 * .8fl7.44 * 500.00 * * 1.37: * 6.61 * 6.09 * Bear Creek * 4J8 Culvert #1 * 882.23 * 8fl 1.32 * 881.65 * flfl2. 23 * 887.44 �* 320.00 * * 0. 03' * 4.78 * 4. 16 * Bear Creek * 438 Culvert #1 * 881.26 * 880.67 * 880.53 * 881.26 * 867.44 * 170.00 * * 0.10� * 3.08 * 2.51 * j ; I. 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