Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Storm Drainage Report
(Q ,:Q o Storm Drainage Report ~ & ~b l:J ~.. ( ") /' ~~.~ ~~7 For: / -< /' '" Meridian Corners Professional Building # 1 Project No. 122-0014 tSJffflTtlUJIG) Prepared By: Mid-States Engineering 970 Logan Street, Suite 202 Noblesville, IN 46060 August 5, 2002 Narrative o Introduction The project site is located at the northwest corner of intersection of 131 Street and US 31 in Carmel, Indiana, and is bounded by Meridian Corners Boulevard to the west. Description This project consists of the construction of proposed professional building and associated parking areas and landscaped areas. Additional project activities include the construction of a proposed storm sewer system to drain the site. ExistinQ Site Description The site is presently undeveloped. Under existing conditions, the project site consists of wild grasses cover type. A soil map from United States Department of U Agriculture Soil Conservation Service identifies Crosby (CrA) and Miami (MmB2) soils on the property and is included in the Reference Maps. Existing drainage characteristics are such that the site generally flows to the northwest corner of the site into the pipe that eventually discharges into storm sewer system within Park Meadows subdivision. Proposed Conditions Proposed drainage for the developed site consists system of new storm inlets and connecting pipes. The developed site will drain to the northwest corner into an existing storm sewer system across Meridian Corners Blvd directly to Williams Creek. The storm drainage system was designed to accommodate the direct runoff from the subject site. All new storm sewers were designed to accommodate a 1 Q-year storm event using the Rational Method. Calculations are included in this report. o Based on the study prepared by Schneider Corp., the subject site has been U included as the area in the proposed condition that will flow to the existing storm sewer system directly to Williams Creek. The subject site was designated area 724. U o o o REFERENCE MAPS o o o o SITE LOCATION SOilS MAP ~. -States Engineering, L.L.C. DRAIN FWW TABULATION FORM -./ PROJECT NAME MERIDIAN CORNERS PROFESSIONAL BUILDING # 1 COJECT No. 122-0014 COMPUTED BY: LIS c STORM FREQUENCY DESIGN YEAR -...!2.. CHECKED BY: DESCRIPTION DEVEWPED CONDITIONS CALCULATED I DESIGN I WCATION INLET IACRES COEFF. I I SUM ITIME CONC. (mln IINTEN. "Q"- PIPE ruB) n- 0.013 PIPE ,Max Q IMax VEL. REMARKS IMH Deptll WCATION I I FROM TO AREA SUB I TOTAL "C" CA CA I INLET I DRAIN TOTAL I "I" CIA SIZE SWPE I VEL. I LGTH SWPE InO now ruo now INV. OUT! INV. IN I TC-OUT I FROM I TO I I I ........................... . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... ........................ . . . . . . . . . . . . . . . . . . . . . . . ..................................................... ...'...................'............................. .......................... I I I I I I 7 1 ...................... . . . . . . . . . . . . . . . . . . . . ...................... .................... ................... ................. 1.00 0.40 10.00 [:::::::}i::':':' 10.00 I 0.45 I 10.00 10.45 5.48 5.48 2.19 [{{({{{ 2.19 12.00 I............ .. ::}]:::{.. 0.38 I 2.79 I 120 I 1............1 .. ... :::::::::::\::::::::::::::))))1 T.C.- 867.85 0.95 I 3.48 I 4.43 I 867.85 "S66.7ii' I I 1......................... 0.00 ::::::::::1::::::::::: 7 2 :::::::::\::{\f} ::::::\}:] 7 I 1.00 0.40 I 0.40 I f'{:::::::::::::::))}:::::-:.... , . . . . . . . . . . . . . . . . . . : : I I I I .................... ................. John V. Schneider, P.E.. L.S. President ~ Stephen M. Cooper. L.S. Vice President u., Rumschlag Controller-Treasurer SCHNEIDER ENGINEERING CORPORATION ProftssioNll Engin"n - lAnd Surv'Yon . lAnd PIonn,n - ~olog;sts Vincent J. Scbaelder, P.E.. L.S. 1917-1990 '.. u PROJECT: DEPAUW PROPERTY PREPARED FOA: . ESTRIDGE DEVELOPMENT COMPANY ~:;:~ (.f ::: DATE: AUGUST 20, 1993 ij,j=j-:<.':.:.': ", :.. . "~"l' ...1 ':;. ..._...._--"...._-~.......,- '.;....""" '. ..:: . .:....i DESIGNER: PAULC. CLAIRE JOB NO.: 907 {\ANAPOLJS; '-fNortb PtIIt Road, Indianapolis, Indiana 46UW518 P.O. Boll Z606lI. IndlallllpoUs. Indiana 46U6-OO6II TEL: (JI7) 898-8182 FAX: (JI7) 899-8010 @ ~> ,.] .....~~'J Gary R. Kent. L.S. Edward D. Giacolelti. L.S. J8IIlCI M. Mulryan. L.S. RidIard G. RaybKk. L.S. Paul C. Claire. P.E. Duane A. Sharrer. P.E. Wesley L. Day. L.S. Richard A. Henderson. P.E. lames C. Hart. P.E. Evan J. EVBDS. L.S. J. Con Crosby. P.E. Fred I. Krebs, P.E. Dannie L. Smilb. P.E. Thomas A. Kallio. C.P.G. ;~::~~ ~;::; ...;.... .A .... E.~-:.:,; :../ ;' J AVON: 6845 East u.s. 36. Suite 500 DaaYlIle. Indiana 461%% TEL: (]17) 172~10I FAX: (]17) m-ootl1 -~. 'J . ).1:- .." .;. ~~ i . ~ \~~/ /~ ).'~~ . c9c9S . . . I ., I I . ) .' ;' ,/ l' f t . .' '., a.. · 888" " - . , \ ... . . a I I "'- I i "'-='1 rJ 0 c:::::: _JJ- SCHNEIDER ENG. CIVIL ENGINEERS LAND SURVEYORS LAND PLANNING Date Sheet of ~ ..--... P' _.....__.._ . -i"'\...:r"--'-""""~-='-""''''-''-''~-'''' - .......~,,_.. ....,..._~...,...... ... ..' . . . .. .._~-~~.~ ~=-'~Ei~.';;'-(.J6' e~J~ _..____.._ .._.. ,.,_.___...' _ ..,...... ._.~~, .p..... _.' .." . ._u_.____.___.. ..- -..-. "-_.. . I ~1~_~-n-_-1?f}--~~-;-=t}~,tl~:;'!~4~ ;~--~--7 -- --~-J i !. . . . !___~. ....__:. ..5~i r;,~~..f3)..._5~_..._f1~C- .' -li=~:i:t1~~k~i:;:Z~;a;-;- .'--~;J--8Z~ ".', ...-.-------~ -r-i '-~fr ;-.:Q;-r-'-~'--~-: T-7--~t' J,~ -",-~---:--- . ~ H i - / ~- ~ t),.2.;'... ./.~ra:>).. ..: . '.' : ~i' ; ~S---41I~ .' j I I 'I i I! I . 'j. !' , ,i . I :! : i :' Ii, 0 /2-6'0' ; , . ; !! I, ! I' ; : ' i ' i 1 '., I L; , ! ' · i ' r--; 1 : : ' : : , ; . , I, J __..M__' "'1-' .' I. I .'. I _ I ..! ztI;t-:--~~~-1-:--:-,~ _-t~-=-'----'-: ~;):r~?i~=~FiA 1_ .---------...----~--------- -_...:--- ++-~-+--+.~-.:_-f-.----t-~-Cd-~:.-~---e~~. ...-.-'- , . :--..-..-. -.-...-.-. .. ..__0.... ........-..----.... /' i ; I I :: ,I;.. i .\ . . . , , i ~IY' pf-~=-~>cy~~$o' L_' ;vH-;~---:;..-..i---u-~---_: . ~-:-'-~~+-.-~h ~--'2;2t4$o)j' "'467:~~J.1-'---- I I I .:' 1 i . z.. ". :! i' ! -t---I~-7- ~-t-+--...-i--r~.~- :";' /~o--f-~ : '--H ! I' , .----r.~-....-.._.. ........------i- I I I,.,! --.~...---. , . I ' !' I ! i 7J! . i : . =; (-rJio ~-A--,c'"--L~-i-. : -:! ;:' -~.-- I '. !! i r-~-r/~.. €Kn.t_j'_i(-;~=-!.'rL!:-"'~--iJ-"~' __.____.~_.+_+----_-~-I_---.."--,,o.,- . .; .- ._--.--.;. --t-f-:::;;;:;o .- ! :. !.' I . I :'. _. __~~~,,~~ L_~.~-+-4:e~_L~{p_;_L :...----. .....,:..-, .,,--..-.;.-.----~-..: -++: : !! i' I l~ ~ ! a-S- .:' . I ! -~-~_. ! ; ':"!: -.----...------..~-.-.----..~--.-_:---. j . ~---..-....---.. /7/;......-.. ..: "~. /" , ..' ,'''0' --.. .,. .....: :" . ...-,..' 1-"[-"'- :-...... .( '-M~o-.~E~.~~_~^'-~..E.~5~;;;;._--_.._;t~..._;;_.__._-_.~--_...- ---- --'--'-' _ ___H:__L_.)- __..0. L ., .... ). ...20 , . .. . . . ~L -f-:_ ___ -l=-~-~.. QJ2?-7!(b.uj- (:?-;;'YI";1 :~7..... -4z. 'MI.....( . ....-" .-.....-.-... _' .___.~.. ..... :.." Lt //:;)00 .... . 'U . '/J'-'''' ..=.~--~~~~.:-~ " - ---.-- -.----- ...... -<-( 10 Cf;:" l ~~. . ..._) -_._._-:..-;...-.;-;;;:::~ ; - -.-----.._..0____-- ._..~.. _....~.._ u Q Q SCS UNIT HYDROGRAPH PACKAGE (C) copyright 1984, R. D. Ghioto SC85118 DEPAUW PROPERTY 10 YR EXISTING RUNOFF BASIN INPUT DATA t- BASIN AREA SCS CURVE NUMBER INITIAL ABSTRACTION TIME OF CONCENTRATION SCS SHAPE FACTOR 41.90 ACRES 85.00 0.35 INCHES 35.00 MINUTES 484 OUTPUT SUMMARY STORM RAINFALL STORM DURATION TOTAL RUNOFF PEAK RUNOFF RATE TIME OF PEAK UNIT GRAPH VOLUME 3.15 INCHES 6.00 HOURS 1.71 INCHES cn:9~_= i~ 3.25 OURS 1.00 INCHES '\. REFERENCE FILES ... -- INPUT DATA OUTPUT TO DISK RAINFALL DISTRIBUTION UNIT HYOROGRAPH . , C:907U10.DAT RAIN2 . RAI UNIT2 . UHG VER 1.01 BASIN 1 I' -:- ::~ ..... u (..) o SCS UNIT HYDROGRAPH PACKAGE (C) copyriqht 1984, R. D. Ghioto SC85118 VER 1.01 DEPAUW PROPERTY 10 YR EXISTING RUNOFF BASIN 2 BASIN INPUT DATA BASIN AREA ses ctJRVE NUMBER INITIAL ABSTRACTION TIME OF CONCENTRATION SCS SHAPE FACTOR 64.10 ACRES 85.00 0.35 INCHES 36.00 MINUTES 484 OUTPUT SUMMARY STORM RAINFALL STORM DURATION TOTAL RUNOFF PEAK RUNOFF RATE TIME OF PEAK UNIT GRAPH VOLUME 3 . 15 INCHES 6.00 HOURS ~1--I.~CHES '::. 110. 71----CI'& ~.25 HOURS 1.00 INCHES " REFERENCE FILES .. I I !3I'I j---: . , INPUT DATA. OUTPUT TO DISK RAINFALL DISTRIBUTION UNIT HYDROGRAPH C:907U10.DAT RAIN2 . RAI UNIT2 . UHG u u u SCS UNIT HYDROGRAPH PACKAGE (C) copyriqht 1984, R. D. Ghioto SC85118 DEPAUW PROPERTY 10 YR EXISTING RUNOFF BASIN INPUT DATA BASIN AREA SCS CURVE NUMBER INITIAL ABSTRACTION TIME OF CONCENTRATION SCS SHAPE FACTOR 20.60 ACRES 85.00 0.35 INCHES 42.00 MINUTES 484 OUTPUT SUMMARY ..... .... .... STORM RAINFALL STORM DURATION TOTAL RUNOFF PEAK RUNOFF RATE TIME OF PEAK UNIT GRAPH VOLUME 3.15 INCHES 6.00 HOURS 1.70 INCHES <::3'2. 58 CFS~) 3.38 HOURS 1.00 INCHES '\. REFERENCE FILES . , INPUT DATA OUTPUT TO DISK RAINFALL DISTRIBUTION UNIT HYDROGRAPH C:907U10.DAT RAIN2 . RAI UNIT2 . UHG VER 1.01 BASIN 3 '" , I u BASIN / NODE RELATIONSHIPS QNDEX NODE SUB-BASINS .... 1 1 101 0 0 0 0 0 2 2 102 0 0 0 0 0 3 3 99 0 0 0 0 0 BASIN / NODE RELATIONSHIPS INDEX NODE SUB-BASINS 1 1 101 0 0 0 0 0 2 2 102 0 0 0 0 0 3 3 99 0 0 0 0 0 '. u SCS UNIT HYDROGRAPH PACKAGE eC) copyriqht 1984, R. D. Ghioto SC85118 VER 1.01 W BASIN 101 DEPAUW PROPERTY 100 YR BASIN EAST OF WILLIAMS CREEK - BASIN INPUT DATA BASIN AREA SCS CURVE NUMBER INITIAL ABSTRACTION TIME OF CONCENTRATION SCS SHAPE FACTOR .........:.....:..:I 8.75 ACRES 79.00 0.53 INCHES 20 . 00 MINUTES 484 OUTPUT SUMMARY STORM RAINFALL STORM DURATION TOTAL RUNOFF PEAK RUNOFF RATE TIME OF PEAK UNIT GRAPH VOLUME 4.30 6.00 ~..2_18 ...._ 26.6~ --. 3 . 13 0.99 \. 'W .. " REFERENCE FILES INPUT DATA OUTPUT TO DISK RAINFALL DISTRIBUTION UNIT HYDROGRAPH W ... ........ ---.q----~ INCHES HOURS TN'CHES CFU HOURS INCHES . , ~ :;P1-':~~ ..,~.......,. C:907El00.DAT RAIN2 . RAI UNIT2 . UHG Q o Q SCS UNIT HYDROGRAPH PACKAGE (C) copyright 1984, R. D. Ghioto SC85118 VER 1.01 BASIN 102 DEPAUW PROPERTY 100 YR BASIN EAST OF WILLIAMS CREEK BASIN INPUT DATA BASIN AREA SCS CURVE NUMBER INITIAL ABSTRACTION TIME OF CONCENTRATION SCS SHAPE FACTOR ....<bd----otl --..... 43.80 ACRES 79.00 0.53 INCHES 30.00 MINUTES 484 '= OUTPUT. SUMMARY ... STORM RAINFALL 4.30 STORM DURATION 6.00 TOTAL RUNOFF _---.2..19 PEAK RUNOFF RATE '---_~8...-2 t TIME OF PEAK 3.~5 UNIT GRAPH VOLUME 1.00 - ... II REFERENCE FILES INPUT DATA OUTPUT TO DISK RAINFALL DISTRIBUTION UNIT HYDROGRAPH INCHES HOURS INCHES CFb.; HOURS INCHES . , C:907E100.DAT RAIN2.RAI UNIT2 . UHG : 1 y-q-..,. *** INTER-CONNECTED POND ROUTING PROGRAM *** :C) copyriqht 1983, Peter J. Sinqhofen, P.E. Li' 'I ANALYSIS E. OF WILLIAMS N. OF PIPELINE -1-'!!"-93 IC85113 ******************** .** CONTROL DATA *** :******************* simulation time increment (mins) limulation duration (brs) Jtartinq time (brs) Print interval --> 7.5 --> 6 --> 0 --> 2 ************************************ .** NODE AND INITIALIZATION DATA *** .*********************************** NODE NODE INITIAL # TYPE STAGE ----- ----- ------- 1 1 872.000 2 1 867.000 3 1 862.000 " (j u VER 2.7 *** INTER-CONNECTED POND ROUTING PROGRAM *** :C) copyright 1983, Peter J. Singhofen, P.E. IJt,r . '\ ANALYSIS E. OF WILLIAMS N. OF PIPELINE 1~93 IC85113 r****************************** .1** STAGE/STORAGE/TIME DATA*** ******************************* NODE # 1 .--------- STAGE 872.000 875.000 0.000 0.000 0.000 ~TORAGE 0.000 3.500 0.000 0.000 0.000 STAGE 0.000 0.000 0.000 0.000 0.000 STORAGE 0.000 0.000 0.000 0.000 0.000 STAGE 0.000 0.000 0.000 0.000 0.000 STORAGE 0.000 0.000 0.000 0.000 0.000 NODE # 2 ---..------ STAGE 867.000 870.000 0.000 "I- 0.000 0.000 '_\.I'GE 0.000 8.100 0.000 0.000 0.000 STAGE 0.000 0.000 0.000 0..000 0.000 .TORAGE 0.000 0.000 0.000 0.000 0.000 STAGE 0.000 0.000 0.000 0.000 0.000 TORAGE 0.000 0.000 0.000 0.000 0.000 NODE # 3 --------- STAGE 862.000 862.010 0.000 0.000 0.000 rORAGE 0.000 100.000 0.000 0.000 0.000 STAGE 0.000 0.000 0.000 0.000 0.000 CZTORAGE 0.000 0.000 0.000 0.000 0.000 STAGE 0.000 0.000 0.000 0.000 0.000 STORAGE 0.000 0.000 0.000 0.000 0.000 u VER 2.7 .** INTER-CONNECTED POND ROUTING PROGRAM *** ~c) copyright 1983, Peter J. Singhofen, P.E. .r' LA" ) ANALYSIS E. OF WILLIAMS N. OF PIPELINE 1-~-93 IC85113 ~***************** r** REACH DATA *** ****************** rOTE: Type 1 for sharp crested weir/gate and orifice Type 2 for broad crested weir/gate and orifice * Type 3 for culvert * Type 4 for trapezoidal channel * Type 5 for parabolic channel Type 6 for rating curve (Negative type indicates riser) REACH # FROM NODE TO NODE . REACH TYPE 1 2 1 2 3 3 3 3 REACH # 1 from node # 1 to node # 3 '\. DirCUlar CUlvert <- .' s.pan ( inches) .ise ( inches) ...i8ngth (feet) Hanning'S n eadwater invert (feet) ailwater invert (feet) Energy loss coefficient ~trnc loss coefficient of culverts/channels --> 12 --> 12 ' --> 900 --> .013 --> 872 --> 866 --> 1 --> .1 --> 1 REACH # 2 from node # 2 -- to node # 3 > Circular CUlvert <- -pan (inches) ise (inches) Length (feet:) vanning's n eadwater invert (feet) J.ailwater invert (feet) Energy loss coefficient nt:rnc loss coefficient _ of cUlvertS/Channels --> 24 --> 24 --> 550 --> .013 --> 867 --> 862 --> 1 --> .1 --> 1 u VER 2.7 *** INTER-CONNECTED POND ROUTING PROGRAM *** C) Copyright 1983, Peter J. Sinqhofen, P.E. r.L. ~.) ANALYSIS E. OF WILLIAMS N. OF PIPELINE -:-~-93 .************************* *** INFLOW HYDROGRAPHS *** ************************** INFLOW HYDROGRAPHS TO BE READ FROM DISK FILE '" Q . , o ICSS113 VER 2.7 *** INTER-CONNECTED POND ROUTING PROGRAM *** IC85113 VER 2.7 :C) copyright 1983, Peter J. Singhofen, P.E. rQ ANALYSIS E. OF WILLIAMS N. OF PIPELINE $- -93 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL --~-- ------ ------- ------ ------ ------ 1 0.00 872.00 0.00 0.00 0.00 0.00 2 0.00 867.00 0.00 0.00 0.00 0.00 3 0.00 862.00 0.00 0.00 ------ 0.00 1 0.25 872.00 0.00 0.00 0.00 0.00 2 0.25 867.00 0.00 0.00 0.00 0.00 3 0.25 862.00 0.00 0.00 ------ 0.00 1 0.50 872.00 0.00 0.00 0.00 0.00 2 0.50 867.00 0.00 0.00 0.00 0.00 3 0.50 862.00 0.00 0.00 ------ 0.00 1 0.75 872.00 0.00 0.00 0.00 0.00 2 0.75 867.00 0.00 0.00 0.00 0.00 3 0.75 862.00 0.00 0.00 ------ 0.00 1 1.00 872.00 0.00 0.00 0.00 0.00 2 1.00 867.00 0.00 0.00 0.00 0.00 3 1.00 862.00 0.00 0.00 ------ 0.00 ... U1 1.25 872.00 0.00 0.00 0.00 0.00 2 1.25 867.00 0.00 0.00 0.00 0.00 3 1.25 862.00 0.00 0.00 ------ 0.00 1 1.50 872.00 0.00 0.00 0.00 0.00 2 1.50 867.00 0.00 0.00 0.00 0.00 3 1.50 862.00 0.00 0.00 ------ 0.00 1 1.75 872.00 0.00 0.00 0.00 0.00 2 1.75 867.00 0.00 0.00 0.00 0.00 3 1.75 862.00 0.00 0.00 ------ 0.00 . , I I 1 2.00 872.00 0.00 0.00 0.00 0.00 2 2.00 867.00 0.00 0.01 0.00 0.00 3 2.00 862.00 0.00 0.00 ----...- 0.00 1 2.25 872.00 -0.02 0.10 0.00 0.00 2 2.25 867.00 -0.04 0.27 0.00 0.00 3 2.25 862.00 0.06 0.00 ------ 0.00 1 2.50 872.00 -0.01 0.47 0.00 0.00 2 2.50 867.00 -0.02 1.52 0.00 0.00 3 2.50 862.00 0.06 0.00 ------ 0.00 0 ..* INTER-CONNECTED POND ROUTING PROGRAM ... IC85113 VER 2.7 :C) copyriqht 1983, Peter J. sinqhofen, P.E. Q ANALYSIS E. OF WILLIAMS N. OF PIPELINE 1- 3-93 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (brs) (feet) (acft) (cfs) # 1 TOTAL ----- ------ ------- ------ ------ ------ 1 2.75 872.01 0.01 1.61 1.55 1.55 2 2.75 867.02 0.04 5.31 4.10 4.10 3 2.75 862.00 0.06 5.65 ------ 0.00 1 3.00 872.15 0.17 20.23 1.27 1.27 2 3.00 867.18 0.48 57.45 3.03 3.03 3 3.00 862.00 0.17 4.29 ------ 0.00 1 3.25 872.54 0.63 21.15 1.18 1.18 2 3.25 867.85 2.29 108.21 3.07 3.07 3 3.25 862.00 0.25 4.26 ------ 0.00 1 3.50 872.78 0.91 9.58 1.22 1.22 2 3.50 868.50 4.04 67.02 8.64 8.64 3 3.50 862.00 0.37 9.85 ------ 0.00 1 3.75 872.89 1.03 5.13 1.30 1.30 2 3.75 868.81 4.89 37.28 11.86 11.86 3 3.75 862.00 0.60 .,13.16 ------ 0.00 .01 4.00 872.94 1.09 3.38 1.40 1.40 2 4.00 868.94 5.25 23.20 13.28 13.28 3 4.00 862.00 0.88 14.68 ------ 0.00 1 4.25 872.97 1.13 2.83 1.49 1.49 2 4.25 868.99 5.38 17.13 13.82 13.82 3 4.25 862.00 1.18 15.32 ------ 0.00 1 4.50 872.98 1.15 2.42 1.58 1.58 2 4.50 869.00 5.41 13.54 13.94 13.94 3 4.50 862.00 1.50 15.53 ------ 0.00 1 4.75 873.00 1.16 2.08 1.67 1.67 2 4.75 868.99 5.38 11.39 13.82 13.82 3 4.75 862.00 1.82 15.49 ------ 0.00 1 5.00 873.00 1.17 1.90 1.74 1.74 2 5.00 868.97 5.32 10.13 13.56 13.56 3 5.00 862.00 2.14 15.30 ------ 0.00 1 5.25 873.00 1.17 1.61 1.81 1.81 2 5.25 868.94 5.23 8.82 13.23 13.23 3 5.25 862.00 2.46 15.03 ------ 0.00 0 *** INTER-CONNECTED POND ROUTING PROGRAM *** IC8S113 VER 2.7 'C) Copyriqht 1983, Peter J. Sinqhofen, P.E. ~ ANALYSIS E. OF WILLIAMS N. OF PIPELINE ;- -93 NODE TIME STAGE STORAGE INFLOW OUTFLOW (efs) # (hrs) (feet) (aoft) (efs) # 1 TOTAL ----- ----- ------ ------- ------ ------ ------ 1 5.50 873.00 1.16 1.50 1.86 1.86 2 5.50 868.90 5.13 7.89 12.82 12.82 3 5.50 862.00 2.77 14.68 ------ 0.00 1 5.75 872.99 1.15 1.S0 1.91 1.91 2 5.75 868.86 5.03 7.63 12.40 12.40 3 5.75 862.00 3.07 14.32 ..----- 0.00 1 6.00 872.98 1.14 1.00 1.95 1.95 2 6.00 868.82 4.93 6.34 11.98 11.98 3 6.00 862.00 3.36 13.93 ------- 0.00 ., o o *** INTER-CONNECTED POND ROUTING PROGRAM *** (C) Copyright 1983, Peter J. sinqhofen, P.E. ('E ANALYSIS E. OF WILLIAMS N. OF PIPELINE ~-93 IC85113 VER 2.7 *** PEAK CONDITIONS SUMMARY *** PEAK PEAK TIME TO NODE STAGE STORAGE PEAK # (feet) (acft) (brs) ------ ------- ------- 1 873.00 1.17 5.13 2 869.00 5.41 4.50 3 862.00 3.36 6.00 PEAK TIME TO OUTFLOW PEAK (cfs) (hrs) ------ ------- 1.95 6.00 13.94 4.50 0.00 0.13 PEAK TIME TO PROM TO OUTFLOW PEAK NODE NODE (cfs) (hrs) ------- ------- 1 3 1.95 6.00 2 3 13.94 4.50 '\. (.) (.) o o o SCS UNIT HYDROGRAPH PACKAGE (C) copyriqht 1984, R. D. Ghioto SC85118 VER 1.01 - DEPAUW PROPERTY 100 YR LAKE BASINS WEST OF WILLIAMS CREEK BASIN 101 BASIN INPUT DATA ........ -= BASIN AREA SCS CURVE NUMBER INITIAL ABSTRACTION TIME OF CONCENTRATION SCS SHAPE FACTOR 17.60 ACRES 76.00 0.63 INCHES 25.00 MINUTES 484 OUTPUT .SUMMARY - '"" :-: - --.,. ~-=;; STORM RAINFALL 4.30 INCHES STORM DURATION 6.00 HOURS TOTAL RUNOFF 1-...9_4..Q..INCHES PEAK RUNOFF RATE ,--41.07 ~~, TIME OF PEAK._--...-3-.~OURS UNIT GRAPH VOLUME 0.99 INCHES . , REFERENCE FILES II _ .. L ~:-: ~V""J -=-::::1~=: c:o INPUT DATA OUTPUT TO DISK RAINFALL DISTRIBUTION UNIT HYDROGRAPH C:907W100.DAT RAIN2 . RAt UNIT2 . UHG u o u SCS UNIT HYDROGRAPH PACKAGE (C) Copyriqht 1984, R. D. Ghioto SC85118 VER 1.01 BASIN 102 DEPAUW PROPERTY 100 YR LAKE BASINS WEST OF WILLIAMS CREEK BASIN INPUT DATA - - I" BASIN AREA SCS CURVE NUMBER INITIAL ABSTRACTION TIME OF CONCENTRATION SCS SHAPE FACTOR 1.30 ACRES 80.00 0.50 INCHES 15.00 MINUTES 484 OUTPUT' SUMMARY """"'<1".....-_ STORM RAINFALL STORM DURATION TOTAL RUNOFF PEAK RUNOFF RATE TIME OF PEAK UNIT GRAPH VOLUME 4.30 INCHES 6.00 HOURS 2.26 INCHES , .---4:"2.4....... c~$..... ~ '-.. 3. J.3---aOURS 0.99 INCHES REFERENCE FILES =~.., d -----...... ~iiii "'P INPUT DATA OUTPUT TO DISK RAINFALL DISTRIBUTION UNIT HYDROGRAPH C:907W100.DAT RAIN2 . RAI UNIT2 . UHG *** INTER-CONNECTED POND ROUTING PROGRAM *** eC) copyright 1983, Peter J. Singhofen, P.E. ~ ANALYSIS W. OF WILLIAMS CREEK ~-23-93 IC85113 ******************** It** CONTROL DATA *** -******************* Simulation time increment (mins) 3imulation duration (hrs) 3tarting time (hrs) Print interval --> 7.5 --> 6 --> 0 --> 2 ************************************ t** NODE AND INITIALIZATION DATA *** -*********************************** . , '-.) VER 2.7 "'** INTER-CONNECTED POND ROUTING PROGRAM *** C) copyriqht 1983, Peter J. Sinqhofen, P.E. (\ ILJ ANALYSIS W. OF WILLIAMS CREEK ::'I3-93 Ie8S113 .****************************** *** STAGE/STORAGE/TIME DATA *** ~****************************** NODE # 1 --------- STAGE 867.000 869.000 0.000 0.000 0.000 -TORAGE 0.000 2.000 0.000 0.000 0.000 STAGE 0.000 '0.000 0.000 0.000 0.000 ~RAGE 0.000 0.000 0.000 0.000 0.000 STAGE 0.000 0.000 0.000 0.000 0.000 STORAGE 0.000 0.000 0.000 0.000 0.000 NODE # 2 ---------- ... ~GE 866.000 868.000 0.000 0.000 0.000 , GE 0.000 0.700 0.000 0.000 0.000 STAGE 0.000 0.000 0.000 0,000 0.000 ",!",1'ORAGE 0.000 0.000 0.000 0.000 0.000 STAGE 0.000 0.000 0.000 0.000 0.000 lORAGE 0.000 0.000 0.000 0.000 0.000 WODE # 3 --------- STAGE 860.000 860.010 0.000 0.000 0.000 roRAGE 0.000 100.000 0.000 0.000 0.000 STAGE 0.000 0.000 0.000 0.000 0.000 roRAGE 0.000 0.000 0.000 0.000 0.000 STAGE 0.000 0.000 0.000 0.000 0.000 C!tJ.'ORAGE 0.000 0.000 0.000 0.000 0.000 Q VER 2.7 *** INTER-CONNECTED POND ROUTING PROGRAM *** (C) Copyriqht 1983, Peter J. Sinqhofen, P.E. IC8S113 ~/ .1= ANALYSIS W. OF WILLIAMS CREEK ~-93 ~***************** ~** REACH DATA *** ****************** rOTE: Type 1 for sharp crested weir/qate and orifice Type 2 for broad crested weir/qate and orifice * Type 3 for culvert * Type 4 for trapezoidal channel * Type 5 for parabolic channel Type 6 for ratinq curve r (Neqative type indicates riser) REACH FROM TO # NODE NODE ----- ----- ---..-- 1 1 2 2 2 3 REACH # 1 from node # 1 .> Circular CUlvert <- s~ (inches) tise ( inches) .enqth (feet) Manninq's n -leadwater invert (feet) 'ailwater invert (feet) Enerqy loss coefficient F.ntrnc loss coefficient ; of culverts/channels REACH # 2 from node # 2 .> Circular CUlvert <- ~pan ( inches) :ise ( inches) Length (feet) Manninq's n :eadwater invert (feet) ~ailwater invert (feet) Energy loss coefficient :ntrnc loss coefficient of CUlverts/channels .W . REACH TYPE ----- 3 3 to node # 2 \. --> 18 --> 18. , --> 100 --> .013 --> 867 --> 866 --> 1 --> .1 --> 1 -- to node # 3 --> 18 --> 18 --> 250 --> .013 --> 866 --> 861 --> 1 --> .1 --> 1 VER 2.7 *** INTER-CONNECTED POND ROUTING PROGRAM *** eC) Copyriqht 1983, Peter J. sinqhofen, P.E. LATCE ANALYSIS W. OF WILLIAMS CREEK JU-93 -************************* *** INFLOW BYDROGRAPHS *** ************************** INFLOW BYDROGRAPHS TO BE READ FROM DISK FILE ., u u IC85113 VER 2.7 18.000 8.14 887.84 .00 .00 887.~ .22 1.10 .04 884.00 U 1800.0 215.3 790.4 354.3 170.7 147.5 347.1 83.4 34.8 864.00 .33 1.28 4.85 1.02 .070 .CMO .070 .000 858;50 136.76 .001813 700. 700. 700. 2 0 0 .00 506.98 643.74 .seCNO 20.000 20.000 6.88 888.58 .00 .00 888.78 .20 .82 .00 884.00 1800.0 258.8 ~3.4 166.8 218.8 200.7 158.7 71.7 40.4 864.00 .38 1.19 4.35 1.05 .070 .CMO .070 .000 861.70 84.50 .001354 600. 590. 570. 0 0 0 .00 374.35 438.85 CCHV- .300 CEHV- .500 .SECNO 21.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATlO co .49 21.000 1800.0 .39 .005733 5.68 888.68 888.31 .00 869.~ .98 100.8 1017.2 182.0 55.7 113.6 69.9 1.81 8.95 2.60 ;070 .CMO .070 200. 200. 200. 4 11 0 .49 .39 863.00 73.6 41.6 863.00 .000 863.00 492.82 .00 115.58 608.40 14.1.1LSS 08:57:44 PAGE 7 u SECNO DEPTH CWSEL CRJWS wsaJ( EG HV HL OLOSS L-BANK ELEV a aLOB QCH aROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR... WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST .SECNO 21.500 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATlO.. .68 3485 OVERBANK AREA ASSUMED NON-EFFECTIVE. ELLEA- 870.30 ELREA- 870.30 21.500 5.21 888.21 .00 .00 ~0.63 2.42 .24 .71 863.00 1800.0 .0 1300.0 .0 .0 104.2 .0 73.7 41.8 863.00 .39 .00 12.48 .00 .000 .CMO .000 .000 863.00 5153.00 .012480 30. 30. SO. 3 0 0 .00 20.00 573.00 SPECIAl CULVERT 5105, VARIABLE ELCHU ON SC CARD NOT SPEClAED SC aJNO aJNV ENTI.C COFa ROLEN RISE SPAN CULVLN CHRT SCL 1 .013.40 3.00 .00 7.00 20.00 28.00 8 1 863.00 863.00 ELCHU ELCHD CHART 8 - BOX aJLVERT WITH FlARED W1NGWALLS; NO INLET TOP EDGE BEVEL SCALE 1 - WINGWALLS FLARED 30 TO 75 DEGREES U .SECNO 22.000 o u TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SsrA SLOPE XLOBL XLCH XLOBR ITRIAL JDC ICONT CORAR TOPWID ENDST -PROF 2 o CCHV- .100CEHV- .300 -seCNO 11.000 2800 NAT Q1- '2ZUiT WSELK- 881.70 ENC Q1- '2ZT.5T WSEL.. 861.80 RATIO.. .??oo NATQ1- 240. RATIOS LOB. CH. ROB- .0916 .8361 .0724 WSEL.. 861.80 3470 ENCROACHMENT STATIONS.. 40.9 140.3 TYPE.. 11.000 6.63 881.80 .00 881.70 882.47 .87 1500.0 98.9 1322.3 78.8 58.7 190.0 38.4 .00 1.74 6.96 2.05 .070 .040 .070 .004344 O. O. O. 0 0 0 4 TARGET- .052 .00 .00 859.80 .0 .0 859.30 .000 855.17 40.92 .00 99.39 140.31 *SECNO 12.000 2800 NAT Q1- 288.94 WSELK- 862.88 ENC Q1- 268.94 WSEL- 862.98 RATIO.. .??oo NAT Q1- 283. RATIOS LOB. CH. ROB- .09C17.8445 .0647 WSEL- 862.98 3470 ENCROACHMENT STATlONS- 119.9 278.4 TYPE- 12.000 7.79 862.99 .00 862.88 863.50 .51 1500.0 96.5 1331.3 70.2 88.8 219.4 62.8 .01 1.43 8.m 1.12 .070 .040 .070 .003rr74 '280. '280. '280. 2 0 0 4 TARGET- .050 1.02 .02 861.40 2.0 .8 862.70 .000 855.20 119.90 .00 156.49 278.38 " . o -seCNO 13.000 2800 NAT Q1- 423.53 WSELK.. 863.85 ENC Q1- 423.53 WSEL- 863.95 RATlO- NATQ1- 447. RATIOS LOB. CH. ROB- .1058 .8264 .2878 wsa.. 863.95 .??oo 3302 WARNING: cONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO... 1.58 '\ 3470 ENCROACHMENT STATIONS- 92.8 389.8 TYPE.. 4 TARGET- .052 13.000 8.57 863.97 .00 863.85 884.17 .20 .84 .03 881.90 1500.0 145.9 986.9 367.2 180.4 228.6 278.4 8.1 2.5 860.10 .04 .91 4.32 1.32 .070 .040 .070 .000 855.40 92.78 .001232 345. 345. 345. 2 0 0 .00 277.04 369.82 CCHV- .300 CEHV- .500 -SECNO 14.000 1 14.lJL93 08:57:44 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL CWSEL CRIWS WSELK EG QCH QROB ALOB ACH VCH VROB XNL XNCH XLCH XLOBR ITRIAL IDC PAGE 11 OLOSS L-BANK ELEV lWA R-BANK ELEV ELMIN SSTA TOPWID ENDST HV HL AROB VOL XNR WTN ICONT CORAR 2800 NAT Q1- 127.14 WSELK- 863.45 ENe Q1- 129.<46WSEL- 863.55 RATIO- -.0183 NATQ1- 129. RATIOS LOB. CH. ROB- .??oo 1.??oo .??oo wsaa 883.55 3301 HV CHANGED MORE THANHVINS S302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO.. .31 (.) (.) (.) 3470 ENCROACHMENT STATlONS- 180.0 198.0 lYPE- 4 TARGET- .000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE. ELlEA- 885.30 aREA- 885.30 14.000 1500.0 .05 .013180 .00 863.45 865.47 .0 .0 136.8 .0 .00 .000 .040 .000 160. 3 0 0 7.60 863.60 .0 1500.0 .00 10.96 160. 160. 1.87 .46 .83 864.00 7.6 3.1 10??oo.00 .000 8l56.00 180.00 .00 18.00 198.00 SPECIAl CULVERT 5105, VARIABlE ELCHU ON SC CARD NOT SPECIFIED SC CUNO CUNV ENTLC COFQ ROLEN RISE SPAN CULVLN CHRT SOl 1 .013.40 3.00 .00 8.00 18.00 25.00 8 1 856;00 856.00 ELCHU ELCHD CHART 8 - BOX CULveRT WITH ~RED WINGWAU.S; NO INLET TOP EDGE BEVEL SCALE 1 - WINGWAU.S FlARED 30 TO 75 DEGREES *SECNO 15.000 WATER EL=XS CARD- 864.000 28CIO HAT Q1- 137.77 WSELK- 863.91 ENC Q1- 140.25 WSEL- 864.01 RATlO- -.0180 HATQ1- 140. RATlOS LOB, CH, ROB- .??oo 1.??oo .??oo WSEL.. 864.01 3470 ENCROACHMENT STATlONS- 180.0 198.0 lYPE.. 4 TARGET- .000 S495 OVERBANK AREA ASSUMED NON-EFFECTIVE. ELlEA- 885.25 aREA- 885.25 15.000 1500.0 .05 .011472 1.68 .31 .05 864.00 .0 7.6 3.1 10??oo.00 .000 .000 856.00 180.00 o .00 18.00 198.00 8.00 864.00 .0 1500.0 .00 10.42 25. 25. .00 863.91 885.68 .0 .0 144.0 .00 .000 .040 25. 0 0 '. CCHV- .100 CEHV= .400 "SECNO 15.500 1 14.lJL93 08:57:44 PAGE 12 SECNO DEPTH Q QlOB TlME VLOB SLOPE XLOBL EG HV Hl OLOSS L-BANK ELEV AROB VOL. TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST CWSEL CRlWS WSELK QCH QROB ALOB ACH VCH VROB XNL XNCH XLCH XLOBA rrRlAL IDC 3301 HV CHANGED MORE THAN HVINS S302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATlO - 6.40 3470 ENCROACHMENT STATlONS- 149.8 505.0 lYPE= 1 TARGET- 355.180 15.500 9.39 865.89 .00 885.85 865.93 .04 .08 .16 862.00 1500.0 187.5 668.4 844.1 259.8 305.1 778.4 9.3 3.5 861.00 .07 .72 2.19 .83 .070 .040 .070 .000 856.50 149.82 .0002S1 100. 100. 100. 2 0 0 .00 355.18 505.00 *SECNO 16.000 3470 ENCROACHMENT STATlONS- 126.0 500.0 lYPE= 16.000 9.27 865.97 .00 865.91 866.Q1 .04 1 TARGET... 373.980 .08 .00 864.00 u 1500.0 .11 .0CI0385 40.6 .53 230. 606.8 2.39 230. 852.6 76.8 .92 .070 230. 2 253.5 922.9 .040 .070 o 0 18.2 5.4 862.00 .000 856.70 126.02 .00 373.98 500.00 *&ECHO 17.000 2800 NAT Q1- 657.03 WSaK- 886.10 ENC Q1- 857.03 WSEL- 886.20 RAllO- .??oo NATQ1- 895. RAllClS LOB. CH. ROB- .1765 .4532 .3702 WSEL- 866.20 3470 ENCROACHMENT STAllONS- 258.1 855.4 TYPE- 4 TARGET- .054 17.000 8.37 866.17 .00 866.10 866.24 .07 .22 .01 862.00 1500.0 252.1 721.5 526.5 242.5 251.2 613.3 29.1 9.6 862.00 .18 1.04 2.87 .86 .070 .040 .070 .000 857.80 258.14 .000531 590. 540. 430. 1 0 0 .00 397.21 855.35 *SECNO 18.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. !<RATIO - .59 3470 ENCROACHMENT STATlONS- 415.0 821.3 TYPE- 18.000 8.08 866.68 .00 886.80 866.84 .18 1500.0 738.7 687.3 95.9 577.5 147.1 91.7 .25 1.28 4.54 1.05 .070 .040 .070 .001521 670. 670. 670. 2 0 0 1 TARGET- 408.300 .56 .03 863.00 43.9 15.8 863.00 .000 858.80 415.00 .00 406.30 821.30 14.lJL.9S 08:57:44 PAGE 13 o SECNO DEPTH CWSEL CRlWS WSELK EG HV HL Q QLOB QCH QROB ALOB ACH AROB" VOL llME VLOB VCH VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOMID ENDST -seCNO 19.000 3470 ENCROACHMENT STAllONS- 229.1 503.1 TYPE- 19.000 8.28 867.78 .00 867.64 868.02 .24 1300.0 208.9 753.0 338.2 136.7 150.8 279.8 .31 1.53 4.99 1.21 .070 .040 .070 .001789 700. 700. 700. 2 0 0 1 TARGET- 273.920 1.15 .03 864.00 55.0 2t.2 864.00 .000 859.50 229.14 .00 273.92 503;06 -seCNO 20.000 2800 NAT Q1- 353.23 WSaK- 888.58 ENC Q1- 353.23 WSEL- 868.68 RAllO- .??oo NATQ1- 371. RAllOS LOB. CH. ROB- .2069 .8574 .1358 WSEL- 868.68 3470 ENCROACHMENT STAllONS.. 123.8 298.5 TYPE- 20.000 7.01 868.71 .00 868.58 868.92 .21 1300.0 244.4 894.6 161.0 183.2 205.0 119.7 .38 1.33 4.36 1.35 .070 .040 .070 .001325 600. 590. 570. 2 0 0 4 TARGET- .048 .90 .00 864.00 82.2 24.2 664.00 .000 861.70 123.82 .00 174.68 298.50 CCHV.. .300 CEHV- .500 -seCNO 21.000 2800 NAT Q1- 171.69 WSELK.. 868.68 ENC Q1- 171.69 WSEL- 868.78 RAllO- .??oo NATQ1... 179. RAllOS LOB. CH. ROB- .0841 .7715 .1444 WSEL- 868.78 o 3301 HV CHANGED MORE THAN HVINS o 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATlO... .48 3470 ENCROACHMENT STATIONS- 527.0 596.9 TYPE- 4 TARGET... .041 21.000 5.78 868.78 .00 868.68 889.82 1.04 .48 .41 863.00 1300.0 93.7 1045.1 161.3 43.3 115.5 59.7 63.9 24.8 863.00 .36 2.16 9.05 2.70 .070 .040 .070 .000 863.00 527.05 .005719 200. 200. 200. 3 0 0 .00 89.82 596.87 *SECNO 21.500 2800 NAT Q1- 116.32 WSELK- 868.21 ENe Q1- 120.02 WSEL- 868.31 RATlO- -.0318 NATQ1- 120. RATIOS LOB. CH, ROB- .??oo 1.??oo .??oo WSEL- 868.31 1 14.lJL93 08:57:44 PAGE 14 SECNO DEPTH CWSEL CRIWS WSELK EG "Q " QLOB QCH QROB ALOB ACH TIME VL08 VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR JTRIAL tDC OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPNID ENDST HV HL AROB VOL XNR WTN ICONT CORAR _1 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATlO.. .62 , ' 3470 ENCROACHMENT STATlONS- !55S.0 573.0 TYPE- 4 TARGET- .000 o 3485 OVERBANK AREA ASSUMED NON-EFFECT1VE. -ELLEA- 870.30 870.30 ELREA- "\ 21.soo 5.48 868.46 .00 868.21 870.68 2.20 .26 .58 863.00 1300.0 .0 1300.0 .0 .0 109.1 .0 64.0 24.8 863.00 .36 .00 11.91 .00 .000 .040 .000 .000 863.00 553.00 .014767 30. 30. 30. 3 0 0 .00 20.00 573.00 SPECIAL CULVERT 5105, VARIABLE ELCHU ON SC CARD NOT SPECIFIED SC CUNe CUNV ENTLC COFQ ROLEN RISE SPAN CULVLN CHRT SCL 1 .013.40 3.00 .00 7.00 20.00 28.00 8 1 863.00 863.00 ELCHU ELCHD CHART 8 - BOX CULVERT WfTH FlARED WINGWAU.S; NO INLET TOP EDGE BEVEL SCALE 1 - WINGWALLS FlARED 30 TO 75 DEGREES *SEa<<) 22.000 WATER EL-XS CARD- 871.000 2800 NAT Q1- 534.52 WSELK- 870.88 ENC Q1- 534.52 WSEL- 870.98 RATlO- .??oo NATQ1- 565. RATIOS LOB.CH. ROB- .4048 .4185 .1769 WSEL- 870.98 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATlO - 5.05 o 3470 ENCROACHMENT STATlONS- 241.5 822.9 TYPE- 4 TARGET- .055 22.000 8.00 871.00 .00 870.88 871.10 .10 .04 .83 883.00 1300.0 507.8 572.2 220.2 606.8 180.0 178.5 64.3 25.0 863.00 .37 .84 3.58 1.23 .070 .040 .070 .000 863.00 241.48 .000579 28. 28. 28. 0 0 0 .00 381.41 822.88 CCHV- .100CEHV- .300 *SECHO 23.000 U 33Q2WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRA1l0.. 1.59 1 14.lJL93 08:57:44 PAGE 15 SECNO DEPTH CWSEL CRlWS WSELK EG Q QLOB QCH QRCS ALOS ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOSR ITRIAL IDC HV HL AROB VOL XNR WTN ICONT CORAR OLOSS L.BANK ELEV TWA R-BANK ELEV 8..MIN SSTA TOPWID ENDST 3470 ENCROACHMENT STA1l0NS- 245.0 648.0 'TYPE.. 23.000 7.90 871.10 .00 870.91 871.14 .04 1300.0 518.6 728.6 52.7 8lJ7.7 354.9 80.8 .39 .84 2.05 .65 .070 .040 .070 .000229 100. 100. 85. 2 0 0 1 TARGET.. 403.000 .03 .01 865.00 66.8 25.8 867.00 .000 863.20 245.00 .00 403.00 848.00 1 PROFILE FOR STREAM METHOD 4 ENCHR. PLOTTED POINTS (Jl'f PRlORfTV) E-ENERGY,W-WATER SURFACE,I-INVERT,C-CRI1lCAL W.S.,L-LEFT BANK.R-RIGHT BANK.M-LOWER END STA -' ' U aevAllON 855. 857. 859. 861. 863. 865. 867-:. 869. 871. 873. SECNO CUMDIS 11.00 O. I .RL .. W E M. SO. 1 RL WE. M. 100. I LA. WE. M. 1 SO. I L R WE. M. 200. 1 L R WE M. 250. I L RW.E M. 12.00 300. 1 .L RW.E M. 350. I .L R WE M. <<XJ. I . LR .WE M. 4SO. CI .L .WE M. 5)0. CI R L .WE M. 550. CI R. L . WE M. 800. CI R . L .WEM. 13.00 650. CI R L WEM. 700. CI L. W EM. R 750. C I LW E.M R 14.00 800. C I .WL .E M R 15.00 850. C I W . EM R 900. C I L W. EM R 15.50 950. C I . R. L E 1000. C I . R L E M. 1050. C I . .R L. E .M 11 00. C I . .R .L E M. 16.00 11SO. C I. R L E M 1200. C I. R . L E .M 1250. C I. R .L E .M 1300. C I. R .L WE .M 0 1350. C I R L WE M 1 <<XJ. C I R L WE M 1450. C .I R I.. E M. 1500. C .1 R lo. E M. 0 1550. C .1 R lo . E M. 1600. C .1 Rlo E M 1650. C . 1 Rl. E M 17.00 1700. C . 1 lo E M 17l5O. C 1 l WE M 1600. C 1 lo WE M 1850. C 1 lo E M 1900. C I lo E M 1950. C 1 lo E M 2000. C 1 lo WE. M 2050. C I L. WE. M 2100. C 1 l. E. M 2150. C 1 lo. E. M 2200. C 1 l. WE. M 22l5O. C 1 lo. WE. M 2300. C I. I.. WE. M 18.00 2350. C 1 . I.. E. M 2400. C 1 . l WE. M 2450. C I. l WE. M 2!500. C I. L WE M 2550. C I. .L WE M. 2600. C I. .L E M. 2SSO. C I. .L WE M. 2700. C I. .l WE M. 2750. C 1 . lo .WE M 2800. C I .lo .WE .M 2850. C I . lo .WE .M 2900. C .1 . lo .WE' .M 2950. C .1 . L .WE .M 3000. C .1 L . WE .M 19.00 3OSO. C .1 L . WE M 0 3100. C 1 L .WE .\M 31l5O. C I L WE M 3200. C 1 L WE M 3250. C 1 L WE M 3300. C 1 L WE M 3350. C r . L WE. M 3400. C I. L WE. M 3450. C I. lo WE. M 3500. C 1 L WE. M 3550. C .1 L WE. M S6OO. C .1 L WE. M 20.00 3650. C 1 L WE. M 3700. C 1 . L WE M. 3750. C 1 .L W.E .M 3800. C IL W.E M 21.00 3850. C I. W. E M. 21.50 3900. C I. W E . M. 22.00 3950. C I. WE M. 23.00 4000. C 1 L R. E M 1 14.J.lL93 08:57:44 PAGE 18 THIS RUN EXECUTED 14.lJL93 08:57:50 ..................................... HEC-2 WATER SURFACE PROFILES V8f1Iian 4.6.2; May 1991 ~****************.********.******.*** NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTlON NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS UST U FI.DOr1NAY DETERMINATION . SUMMARY PRINTOUT TABLE 150 SEeNO XLCH ELTRO ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 11.000 .00 .00 .00 855.17 1500.00 861.70 .00 862.33 43.45 6.87 340.75 '22.7.01 11.000 .00 .00 .00 855.17 1500.00 861.80 .00 862.47 43.44 6.96 285.10 '22.7.59 12.000 280.00 .00 .00 855.20 1500.00 862.88 .00 863.37 31.11 6.02 403.61 268.94 12.000 280.00 .00 .00 855.20 1500.00 862.99 .00 863.50 30.74 8.07 350.82 270.54 * 13.000 345.00 .00 .00 855.40 1500.00 863.85 .00 864.04 12.54 4.30 739.09 423.53 * 1 S.OOO 345.00 .00 .00 855.40 1500.00 863.97 .00 864.17 12.32 4.32 667.39 427.42 * 14.000 160.00 .00 .00 856.00 1500.00 863.45 .00 865.39 139.20 11.18 134.11 127.14 * 14.000 160.00 .00 .00 856.00 1500.00 863.60 .00 865.47 131.80 10.96 136.82 130.66 15.000 25.00 865.25 .00 856.00 1500.00 863.91 .00 865.63 118.55 10.54 142.27 137.77 * 15.000 25.00 10??oo.00 10??oo.00 856.00 1500.00 864.00 .00 865.68 114.72 10.42 144.00 140.04 * 15.500 100.00 .00 .00 856.50 1500.00 865.85 .00 865.68 2.48 2.05 1581.24 952.64 * 15.500 100.00 .00 .00 856.50 1500.00 865.89 .00 865.93 2.81 2.19 1343.33 895.61 16.000 230.00 .00 .00 856.70 1500.00 865.91 .00 865.95 3.42 2.24 1460.30 811.61 16.000 230.00 .00 .00 856.70 1500.00 865.97 .00 866.01 3.85 2.39 1253.19 764.76 17.000 540.00 .00 .00 857.80 1500.00 866.10 .00 866.16 5.21 2.82 1242.87 601.03 0 17.000 540.00 .00 .00 857.80 1500.00 866.17 ~.oo 866.24 5.31 2.87 1107.10 651.14 * 18.000 670.00 .00 .00 858.80 1500.00 866.80 .00 866.73 14.00 4.31 969.36 400.86 * 18.000 670.00 .00 .00 858.60 1500.00 866.68 .00 866.84 15.21 4.54 816.31 384.66 19.000 700.00 .00 .00 859.50 1300.00 867.84 .00 867.87 18.13 4.95 665.23 305.35 19.000 700.00 .00 .00 859.50 1300.00 867.78 .00 868.02 17.89 4;99 567.33 307.39 20.000 590.00 .00 .00 861.70 1300.00 868.58 .00 868.78 13.54 4.35 018.27 353.23 . 20.000 590.00 .00 .00 861.70 1300.00 868.71 .00 868.92 13.25 4.36 507.91 301.16 1 14.lJL93 08:01:44 PAGE 17 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 21.000 200.00 .00 .00 863.00 1300.00 868.68 868.31 869.67 Sl.33 8.95 239.15 171.69 * 21.000 200.00 .00 .00 863.00 1300.00 868.78 .00 869.82 01.19 9.05 218.58 171.90 * 21.500 30.00 .00 .00 863.00 1300.00 868.21 .00 870.63 124.90 12.48 104.19 116.32 * 21.500 30.00 .00 .00 863.00 1300.00 868.48 .00 870.68 147.67 11.91 109.12 106.96 * 22.000 26.00 870.30 .00 863.00 1300.00 870.68 .00 870.97 5.92 3.58 1047.27 534.52 * 22.000 26.00 10??oo.00 10??oo.00 863.00 1300.00 871.00 .00 871.10 5.79 3.58 945.28 540.19 * 23.000 100.00 .00 .00 863.20 1300.00 870.97 .00 871.01 2.22 2.00 1430.09 871.59 * 23.000 100.00 .00 .00 863.20 1300.00 871.10 .00 871.14 2.29 2.05 1243.29 859.94 (j 14JULS3 08:57:44 PAGE 18 FlJXJrNlAY DETERMINATION - U SUMMARY PRINTOlITTABLE 150 SECNO Q CWSEL DlfWSP DIFWSX DIFKWS TOPWID XLCH 11.000 1500.00 861.70 .00 .00 .00 250.84 .00 11.000 1500.00 861.80 .10 .00 .10 99.39 .00 12.000 1500.00 862.88 .00 1.18 .00 288.00 280.00 12.000 1500.00 862.99 .11 1.19 .11 156.49 280.00 * 13.000 1500.00 863.85 .00 .97 .00 417.43 345.00 * 13.000 1500.00 863.97 .12 .98 .12 277.04 345.00 * 14.000 1500.00 863.48 .00 -.40 .00 18.00 160.00 * 14.000 1500.00 863.60 .15 -Sf .15 18.00 160.00 15.000 1500.00 863.91 .00 .48 .00 18.00 25.00 * 15.000 1500.00 864.00 .09 .40 .09 18.00 25.00 * 15.500 1500.00 865.85 .00 1.94 .00 583.30 100.00 * 15.500 1500.00 865.89 .05 1.89 .05 355.18 100.00 18.000 1500.00 865.91 .00 .08 .00 583.02 230.00 18.000 1500.00 865.97 .08 .07 .08 373.98 230.00 17.000 1500.00 866.10 .00 .19 .00 849.98 540.00 17.000 1500.00 866.17 .07 .21 .07 397.21 540.00 * 18.000 1500.00 866.60 .00 .50 .00 847.05 870.00 Q* 18.000 1500.00 866.88 .09 .51 .09 408.30 6lO.00 19.000 1300.00 867.64 .00 1.05 .00 506.98 700.00 19.000 1300.00 867.78 .14 1.10 .14 273.92 700.00 20.000 1300.00 868.58 .00 .94 .00 374.35 590.00 20.000 1300.00 868.71 .13 .93 .13 174.88 590.00 * 21.000 1300.00 868.68 .00 .10 .00 115.58 200.00 * 21.000 1300.00 868.78 .10 .07 .10 89.82 200.00 * 21.500 1300.00 888.21 .00 -.47 .00 20.00 30.00 * 21.500 1300.00 868.48 .25 -.32 .25 20.00 30.00 * 22.000 1300.00 870.88 .00 2.87 .00 609.71 26.00 * 22.000 1300.00 871.00 .12 2.54 .12 381.41 26.00 * 23.000 1300.00 870.97 .00 .10 .00 831.03 100.00 * 23.000 1300.00 871.10 .12 .10 .12 403.00 100.00 1 14.lJL93 08:57:44 PAGE 19 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO... GARNING SECNO- 13.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 13.000 PROFILE... 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNe... 14.000 PROFlLE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 14.000 PROFlLE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE U NOTE SECNe- 15.000 PROFlLE- 2 WSEL BASED ON X5 CARD WARNING SEeNO- WARNING SECNO- WARNING SEeNO- WARNING SEeNe... WARNING SECNO=> WARNING SECNO- WARNING SECNe- WARNING SECNO- WARNING SECNO- NOTE' SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- 15.500 PROFlLE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 15.500 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 18.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 18.000 PROFILE... 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 21.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 21.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 21.500 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 21.500 PROFlLE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 22.000 PROFlLE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 22.000 PROFILE- 2 WSEL BASED ON X5 CARD 22.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 29.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 29.000 PROFlLE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 14.lJL93 08:57:44 PAGE 20 FIoadway wicfth eummmy: FL!JOOWAY DETERMINAOON . PralIIe No. 2 ,,' LeftSta Right Sta Left DIat8nce DIatance Right U SectIan E1evllllon Top Encroech From c.m.r From ~ Number Inc:reese Width Station Cenl8r Station CenI8r Station 11.000 .10 99.39 40.92 60.08 101.00 39.31 140.31 12.000 .11 156.49 119.90 70.10 190.00 86.39 276.39 1s.ooo .12 277.04 92.78 134.72 227.50 142.32 369.82 14;.000 .15 18.00 180.00 9.00 189.00 9.00 198.00 15.000 .09 18.00 180.00 9.00 189.00 9.00 198.00 15.500 .05 355.18 149.82 112.68 282.50 242.50 505.00 16.000 .06 373.98 126.02 73.98 200.00 300.00 500.00 17.000 .07 397.21 258.14 101.86 380.00 295.35 655.35 18.000 .09 406.30 415.00 327.50 742.50 78.80 821.30 19.000 .14 273.92 229.14 78.36 307.50 195.56 503.06 20.000 .13 174.68 123.82 98.68 222.50 76.00 298.50 21.000 .10 69.82 527.05 35.95 583.00 33.87 596.87 21.500 .25 20.00 S58.oo 10.00 583.00 10.00 573.00 22.000 .12 381.41 241.48 321.52 583.00 59.88 822.88 29.000 .12 403.00 245.00 350.00 595.00 53.00 648.00 14.lJL93 08:57:44 PAGE 21 FLOODWAY DATA, FLOODWAY DETERMINATION. PROFILE NO. 2 - FLOOrN-IAY - WATER SURFACE ElEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOOrN-IAY FLOOrYNAY u 11.000 99. 285. 5.3 881.8 881.7 .1 12.000 156. 351. 4.3 863.0 882.9 .1 U 13.000 m. 887. 2.2 884.0 883.9 .1 14.000 18. 137. 11.0 883.8 883.5 .1 15.000 18. 144. 10.4 884.0 883.9 .1 15.500 355. 1S4S. 1.1 885.8 885.8 .0 18.000 374. 1253. 1.2 888.0 885.9 .1 17.000 397. 1107. 1.4 888.2 888.1 .1 18.000 408. 818. 1.8 888.7 888.8 .1 19.000 274. 587. 2.3 887.7 887.8 .1 2D.000 175- 508. 2.8 888.7 888.8 .1 21.000 70. 219. 5.9 888.8 888.7 .1 21.500 20. 109. 11.9 888.4 888.2 .2 22.000 381. 945. 1.4 871.0 870.9 .1 2S.000 403. 1243. 1.0 871.1 871.0 .1 u u ",. . ...