HomeMy WebLinkAboutDrainage Calculations-Preliminary
u
o
u
o
u
U
D
D
o
U
o
U
D
U
o
o
u
o
o
PRELIMINARY DRAINAGE CALCULATIONS
FOR
GUILFORD PATIO HOMES
Job# W07-0134
Carmel
Hamilton County, Indiana
Prepared for:
Uptown Partners, LLC.
135 8th Street N.W.
Carmel, IN 46032
Tele 1 (317) 966-2023
Prepared by:
Christopher M. Figueroa
Weihe Engineers, Inc.
10505 North College Ave.
Indianapolis, IN 46280
Phone (3 I 7) 846-6611
Fax (317) 843-0546
November 14, ZOO?
Revised:
November 28,2007
-~
D
\ 1-0
.() 0(
'Z ~\ V1..J
u
'. D
,
U
o
o
o
u
[J
o
D
U
D
o
.[J
D
U
U
D
D
GUILFORD PATIO HOMES
TABLE OF CONTENTS
. 1. PROJECT NARRATIVE
2. POST-DEVELOPED CONDITIONS WITI-I OUT OFFSITE
3. POST-DEVELOPED CONDITIONS WITI-I OFFSITE
4. POST-DEVELOPED CONDITIONS WITH MINIMUM ORIFICE OF 6"
5. BACK COVER POCKET
PRE-DEVELOPED MODEL BASIN MAP
POST-DEVELOPED STORAGE-ROUTING MODEL BASIN MAP
o
o
u
U
D
U
[J
[J
[j
o
u
u
o
D
D
[J
[J
U
o
GUILFORD PATIO HOIv1ES
DRAINAGE NARRATIVE
Uptown Partners, LLC. is proposing the development of a residential subdivision
in Hamilton County to be known as Guilford Patio I-Tomes. The site is located on the East
side of Guilford Avenue, and North of City Center Drive. The site is more specifically
located in a part ofthe East Half of the Southwest Quarter of Section 25, Township 18
North, Range 3 East, Hamilton County, Indiana.
EXISTING CONDITIONS
The pre-developed site has been analyzed as two basins. The north basin drains to
an existing subdivision knOVvTI as Keen Manor Subdivision. This portion of the site falls
within the Little Cool Creek Watershed. This watershed has a unit allowable of 0.25 c.rs.
per acre. The southern basin drains to an existing wetland then travels 10 an existing
apartments complex to the south. This portion ofthe site falls within the W.R. Feliig
Watershed. The unit allowables for tIus portion oflhe sile are as follows. 1-10 year 0.32
c.f.s. per acre, and 11-100 year 0.80 c.f.s. per acre.
Pre-Developed Allowable Discbar2:e rates.
Nortb Basin"'" 3.35 Ac. Little Cool Creek Watershed
1 OO-year "'" 0.84 c.f.s.
S.outh Basin"'" 3.21 Ac. W.R. Fertig Watershed
2-year = 1.03 c.r.s.
1 O-year = 2.57 c.f.s.
o
u
o
u
u
U
D
o
D
PROPOSED CONDITIONS
u
For this site there will be .one wet pond that will handle the retention for the
northern portion of the site. The site has basically been divided into a north and south
basin. The existing wetlands to the south will be utilized as storage and water quality for
the southern development.
There wi]] be three different models in this submittal. The first model will show
that the site can meet the pre-developed release rates for the nOlthem pOliion of the site.
The southern wetland will be slightly higher due to the existing beehive that outlets the
wetland. The second model will establish what the top ofthe outlet structure will need to
be in order to pass the offsite thm without attenuation. The third model will show the
effect on the ponds with utilizing the minimum orifice opening of 6".
Water Quality for the site will be handled via vegetative swales to the south in
conjunction with the existing wetland. For the northern portion of the site the water
quality will be handled via the extended wetland/wet pond. A special control outlet
structure will be placed on the up-stream end of the outlet pipe. This will hold back the
water quality volume and allow the sediment to settle and floatables to stay in the pond.
o
o
[J
D
o
o
o
o
u
ICPR, version 3.02, by Streamline Technologies was used to analyze the post-
devel.oped site. This program routes and analyzes all components in a storm system on a
user-defined time interval. Below is a list of the peak discharges for the site.
Post-Developed Discharge without offsitc (Critical Duration Analysis)
Outlet 1
2-year = 0.16 c.r.s.
1 O-year = 0.26 c.r.s.
1 aO-year = 0.80 c.f.s.
Outlet 2
2c~year = 0.00 c.r.s.
1 O-year = 0.15 c.r.s.
1 DO-year = 3.55 c.r.s.
o
[j
o
o
U
D
D
D
o
[J
o
o
[J
D
D
D
D
D
U
~ --;;? /
w
~
<t
U
U)
( a
I----
f-
a
z Z
o
~
~
<
U
o
~
~0
~e;
~o
~~
~
~~
a
~
h
,~
U
a
~
~ 1_._J~---iIIn Lm ~ '_ a-c ~', '-"' , -- .
. ~ "- 11 :!'- iEI_ LW~
i ~':Y \;:: ~ 7 -:: 1 1 I "'5( ~ ~~LW-ll/.:...u:r
?' ~_ .1N, ry. : - - ---2- ~ ~------="'"'
~lmt~ .~-l-r'=dtj--,.~~
_ -r.;:> ~ I ~.. JJ' [IlQl=- '\.. T
==;:r'-- 1!J2.Z(j", ~~I --j -!=E[r C
==( ---;- c^- 'ZLLLL ,gu =t:, I' ---
-"---.c--t:~l ~ L';Jo JL~ T -1=1 'J!
-H~ G I' ~
= _L-~~'J lc-f -p" -
c---.J,.L 1 1.-1-1 J I 1 +
--11 C--- . ----1. rurl '
I ~. I I' 1 ... 1- 1-1 L ~ jTT _~. 'II I I I'"
I ~ ~. =J~' . I I l r-
_ I I I I I-----I~ -L
Ii"" ~. ' "T'- -- - = -
"'i' " I' -,~- , '
'~ _' I::' c II. :~\T H, 1/ IHL~
-t 'r4 ~h '~, -j " ,- ~
==... I" I c---, I I \
r '-J I!- lL I I .
= rr~ -. v __! ImDI 1=1
_ --.L , Ill' ~ ~'- ~", " -':-IU 'l=!C ~
1 I rrnTTl~~t ~ ~. . , 11 ' L -- ~
~;I\(I'~Ji ';'-~J' ~- ' - ~,~
j\~jl:'f;+~- \';~ -- ~. .~~,
.JJ~ ,ru! Tl I jj 'rPJi /~ "
~ ~:\ ~~~_ r L"' ~~, l~__
F '\ J~ l - J;J fU
~=~, -~~'~~ _ ---{r
[-' \ \ '-. II I 110:: -' f IT ~(:- 11 \X
~=~I ~\'~ ~ ~- _ '~j", ~ .J: L
---'7 -~) .\,l Q rn tJ~= .
..l. -., .' ~
tl'~1\ ~ ~ I -IJ71ll T
.;~ \ ,~ r-I~ rfTl ~ I
.~ ~ ~
RESIDENTIAL
Rl
Q
h~
- I Ff
___---~_________ 0/1
/--/ r-L, ---l- ----
/S~_) I
----= ----------- -....~ ~:--...---------
~ --~.. // I
AREA MAP
* PROJECT LOCATION
c:=J CJ c::::::J
SCALE: 1 Jl=50Q'
c:= c=J ~ c=J c=:' c= ~ CJ c=J
LJ
I
MmA
c:=J c:::=J ~ c= c=J CJ CJ
/~~----1 00'
-J ;--r~~' I J 1_
TE
I
'\
"
~~
B r-"l
\
\\ /~pI
~J
SOl L MAP
NOT TO SCALE
SOilS TYPE LEGEND
Br BROOKSTOi\j SILTY CLAY I_O/lJ\~
CrA, CROSBY SILT LOAM, 0 TO 2 % SLOPES *
MmB2 MIAMI SILT LOA~,1, 2 TO 6 PERCENT SLOPES, ERODED 'PROJECT LOCATION
Sh SHOALS SILT LOAM
o
D
D
o
U
U
D
U
o
U
D
o
U
D
o
o
D
o
U
POST-DEVELOPED
CONDITIONS WITHOUT OFF SITE
c.:::::::::::::
c:=:J
c=J
Nodes
A. Stage/Ar:ea
V St.age/'ilolume
'J' 'l'ime/Stdge
M Manhole
Ba:;;;.ins
o Overland elm;
uses Unit Hydro
S Santa B-3rbara.
Links
P Pipe
t1 \'1eir
C Channel
D Drop Struc::l:,UTe
B Bridge
R Rating Curve
H Bre3ch
c::=J
~
CJ
c=:
c:=:J
c:::=::J
c:::::=J
c=J
c=J
c:=J
c=
c::=
c::::==
c::=J
C=:I
c:::::=.
T:Outlet 1
m................................I.
D:PI-Out 1
J::-
,,": Pond 1
U:Basin h
U:Basin B
U : Pond 1
U: Offsite A
A:Wetland 1
U:Basin C
U:Basin D
U:Wetlanct 1
u:Offsite C
D:Wet-Out 2
~........
P:StI. A-Out 2
."W
I
T:Olltlet 2
Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc.
I~
~
u
~
u
u
u
u
u
w
w
~
u
u
~
~
u
~
[J
~=-- Basins ----------------====---~~~-===~~~~~~~~~~~~~----===-~-~--------===============
Natlle: Basin A
Group: BASE
Node: Pond 1
Type: SCS Unit Ifydrograph
Status: Onsite
Unit Hydrograph: uh484
Rainfall file:
Rainfall Amountlln): 0.000
Area (ac): 1. 200
Curve Number: 79.00
DClA(l): 0.00
Peaking Factor: 4B4.0
Storm Duration (hr's): 0.00
Time of Cone (min) : 11.80
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999,000
Name: Basin B
Group: R".SE
Node: Pond 1
Type: SCS Unit Hydrograph
Status: Onsite
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area lac) :
Curve Numher:
DCIA(~) :
uh4B4
Peaking factor:
Stor~m Duraticn(hrs):
Time of Concimin}:
Time Shift(hrs}:
Max Allowable Q(cfs}:
484.0
0.00
14.90
0.00
999999.000
0.000
2.260
79.00
0.00
Name: Basin C
Gr:oup: BASE
Node: \~etland 1
Type: SCS Unit Ifydrograph
SLatus: Onslte
Unit Hydrograph: 1lh484
Rai.nfall File:
Rainfall -'Imount (in): 0.000
Area (acJ: 1. 360
Curve Number: 79.00
DCIA(%J: 0.00
Peaking Factor: 184.0
Storm Uuration(hrs): 0.00
Time of COlle (min): 13.20
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Name: Basin D
Group: BASE
Node: Wetland 1
Type: SCS Unit HydrogLaph
Status: Onsite
Unit Hydrograph: uh484
Rainfall File:
Rainfall Amount (in) : 0.000
Area(ac): 0.360
Curve Number: 79.00
DCIA(%I: 0.00
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): ]6.00
Time Shiftlhrs): 0.00
Max Allowable Qlcfs): 999999.000
Name : ~Ds.i.~
Group: BASE
Node: ?ond 1
Type: SCS Unit Hydroqraph
Status: ~~e
Unit Hydrograph: uh484
. Rainfall Fil e:
Rainfall Amount (in) : 0.000
Area(ac): 0.210
Curve Number: 79.00
DCIA('!,): 0.00
Peaking r~actor:
Storm Dllraticn(hrs):
Time of Conc(min):
Time Shift(hrs}:
Max Allowable Q(cfs):
484.0
0.00
15.00
0.00
99g999.000
Name: ~~~e~
Group: BASE
Node: Wetland 1
Type: SCS Unit Hydrograph
Status: ~
Unit P.ydz'ograph: uh4B.
Rainfall File:
Rainfall Amount (in) : 0.000
Area lac): 0.440
Curve Number: 19.00
DCIA(%): 0.00
Peaking Factor: 484.0
Storm Duracion(hrs): 0.00
Time of Conc(min): 15.20
Time Shift(hrs): 0,00
Max P~lowable Q(cfs): 999999.000
Nome: Pond 1
Group: BF.SE
Hode: Pond 1
Type: SCS Unit Hydrcgraph
Status: Onsite
Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc.
Page I of6
~
Q
u
Q
Unit Uydrograph: uhC84
.Rainfall File:
Rainfall hnount linl: 0.000
Arealacl: 0.710
Curve Number: 84.00
DCTA(%I: 0.00
Peaking Factor: 484.0
SLorm Durationlhrsl: 0.00
Time of Conclminl: 13.30
Time Shift(hrsl: 0.00
Max Allowahle Olcfs): 999999.000
----------------------------------------------------------------------------------------------------
Node: Wetland 1
Type: SCS Unit lIydrograph
StiltllS: Onsite
~
~
Name: Wetland
Group: BASE
Unit Eydrograph: uh484
Rainfall File:
Rainfall AmounL lin): 0.000
Area(ac): 0.640
Curve Numher: 67.00
DCIA(~): 0.00
Peaking Factor: 484.0
Storm Duration(hrsl: 0.00
Time of Conc(minl: 13.90
Time Shi ft (hrs): 0.00
Max Allowable O(cfs): 999999.000
~----============-====~~~~=~======-~-=------------============================-----------
~=== Nodes ------======--------~-=-==~~~~~=========---===----=-=====-------~--~~=====~====
u
=======~=====~=-=-----------=--=====~==============~-~~~~===--=-------------==============
w
D
Name: Outlet 1
Group: BASE
Type: Time/Stage
Time (hrsJ
0.00
12.50
30.00
Base Flow(cfs): 0.000
Init Stage(ft): 833.730
Warn Stage(ft): 834.380
Stage I ft I
833.730
834.380
833.730
------------------------------------------------------------------------------------------
Base ~low(cfs): 0.000
Init Stage(ft): 835.900
Warn Stage(ft): 835.900
~
~
Name: Outlet 2
Group: BASE:
Type: Time/Stage
Time(hrs) Stage(ft)
C.OO
12.~0
30.00
835.900
035.900
835.900
------------------------------------------------------------------------------------------
u
u
w
Name: Pond 1
Group: BASE
Type: Stage/Area
SLage(ft)
834.230
83~.000
836.000
837.000
838.000
838.230
Base Flowlcfsi: 0.000
Tnit Stage (ftl : 834.230
Warn Stage 1ft) : 837.230
Area (acl
0.2400
0.2600
0.3000
0.3300
0.3600
0.3700
------------------------------------------------------------------------------------------
u
D
Name: Str. A
Group: IlF,SE
Type: Stage/Area
Hase Flow(cfs): 0.000
Init Slage(fl): 836.300
Warn Slage(fL): 839.210
Stage (ft) JI.:rea lac)
836.300 0.0004
839.210 0.0004
~
------------------------------------------------------------------------------------------
Base Flow(cfs): 0.000
Init Stage(ft): 836.520
Warn Stage(ft): 838.000
~
Nam,,: ~letland 1
Group: BA.<;E
Type: Stage/Area
Page 2 of6
interconnected Channel and Pond Routing Model (ICPR) C1J2C102 Streamline Technologies, Inc.
jlJ
I D
~
I U
! u
u
~
u
u
~
D
~
I
IU
u
~
~
~
I ~
u
~
Scagelft)
Area(ac)
836.520
837.000
838.000
0.0000
.0.1100
0.3500
==============~-----------------============================-=-~------=-==================
==== Operating Tables ~~~~~~~=====-------=--============---------==~~~~~=======------=====
-=-----_.-----==============-~====~~======-=------------===========~===================-=
Name: GrQup: BP~E
Type: Bottom Clip
Function: Time vs. Depth of Clip
Time(hrs) Clip Depth(in)
=======-----------========================~======--------------===========================
-~~ Pipes ~=-=------------=======-------==-~~==~==-~~~~~~~===---=------==-===-=------=-=-
===~=================-======-----------=========~~==========~~~=====-=--------=-==-=======
Name: Str. A-Out 2
Group: BASE
From Node: Str. A
To Node: Out let 2
~ength(ft): 57.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: A~tomatic
now: Both
Entrance Loss Coef: 0.00
Exit Loss Coef: 0.00
Rend Loss Coef: 0.00
Outlet Ctrl Spec: Use de or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
UPSTREAM
Geometry: Circular
Span (in): 18.00
Rise{in): 18.00
Invert (ft) : 836.300
Manning's N: 0.013000
Top Clip(in): 0.000
Bot Clip [in) : 0.000
DDI-INST REAl-I
Circular
18.00
18.00
835.900
0.013000
0.000
0.000
Upstream fHWA Inlet Edge Descriptio:J:
Circular Concrete: Square edge wi headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
========~===================___=_=___a__====~=====================~===---------========~==
==-- Drop Structures =========~~~======--=--=~=------=-=========~==================-------
============------------=-===========~=-===~~==========-----=---=-=========~=============
Name: PI-Our. From Node: Pond I Length I ft) : 33.00
Group: BASE To Node: Outlet 1 Count: 1
UPSTREJI.M DOWNSTREAM Friction Equation: Atltornatic
Geome't.ry: Circular Circular Solu~ion Algorithm: Most Restricti'le
Spa n ( in) : 12.00 12.00 Flow: Both
Rise (in) : 12.00 12.00 F.ntrance Loss Coef: 0.000
Invert (ft) : 834.440 833.940 Exit Loss Coef: 0.000
Manning's H: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or t.",
Top Clip (in) : 0.000 0.000 Inlet Ctrl Spec: Use dn
Bot Clip (in) : 0.000 0.000 Solution Incs: 10
Upstream FlIWA Inlet Edge Descripti on:
Circular Concre~e: Square edge wi h~~dwal1
Downstream FlIWA Inlet Edge Description:
Circular Concret:e: Square edge wi headwall
First Orifice needs to be a 3"
Second Orifice at 836.06 needs to be a 4"
*** Weir 1 of 3 for Drop Structure PI-Out 1 ***
TI.J3LB
Counc: 1
Type: Vertical: Mavis
Flow: Both
Geometry: Circular
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Disc Coef: 3.200
Orifice Disc Coef: 0.600
Span (in): ~OII
Rise (i n) : .ardl..
Invert(ft): 834.440
Control Elev(ftJ: 831.140
... Weir 2 of 3 for Drep Structure PI-Out] ...
TI<BLE
COllnt: 1
Type: Vertical: Mavis
Flow: Both
Geometry: Circular
Bottom Clip(in):
'Top Clip(in):
Weir Disc Coef:
Orifice Disc Coef:
0.000
0.000
3.200
0.500
Interconnected Channel and Pond Routing Model (ICPR) !D2002 Streamline Technologies, Inc.
Page 3 of6
I
I U
u
u
~
D
~
u
~
I
~
~
~
~
u
~
~
u
~
~
~
Span lin): ~ClI Invert (it) : 835.920
Rise (in) : ..-ru1.- Control Elev(ft) ; 835.920
*** Weir 3 of 3 for Drop Structure 1'1-0u~ 1 .H
TABLE
COllnt; 1 Bottom Clip(in); 0.000
Type: Horizontal Top Clip(in) : 0.000
Flow: Both Weir Disc Coef: 3.200
Geometry: Rectangular Orifice Disc Coef: 0.600
Span(in): .24. 00 Inve-'"t (fll ; 837.510
Rise(in) : 24.00 Control Elev(ft): 837.510
Name: 11et-Out
Group: BASE
From Node; Wetland
To Node: Str. A
Lengthlft): 26.50
Count: 1
UPSTREAM
Geometry: Circular
Span (in): 12.00
Rise(in): 12.00
Invert 1ft) : 836.500
Manning's N: 0.013000
Top Clip (in): 0.000
Bot Clip(in): 0.000
jo'riction Equation: hltomatic
Solution Algori,:hrn: Most Restrictive
Flew: Both
Rntrence Loss Coef: 0.000
~xit Loss Coef: 0.000
Outlet Ctrl Spec: Use de or tw
Inlet Ctrl Spec: Use dn
Solution Incs: 10
Do~mSTREAM
Circular
12.00
12.00
836.300
0.013000
0.000
0.000
Upstream FH~~ Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Downstream FHWA Inlet Edge Description;
Circular Concrete: Square edge wi headwall
**. Weir 1 of 1 for Drop Structure Wet-Out 2 .**
TABLE
COllnt: 1
Type; Horizontal
Flow: Both
Geomet-'"Y: Circular
Bottom Clip!in): 0.000
Top Clip!in): 0.000
Weir Disc Coef: 3.200
Orifice Disc CoeE: 0.500
Spanl~n): 24.00
Riselin): 24.00
Invertlft): 837.890
Control Elevlft): 837.890
~~~~ Rating Curves ----------------------------------------------------------------------~
Name:
GrOllp: BASE
From Node:
To Node:
Count:: 1
flow: Both
TABLE
ELEV ON ( ft )
0.000
0.000
0.000
0.000
ELEV OFF(ft)
0.000
0.000
0.000
0.000
U:
H2 :
H3:
H'I:
---- Hydrology Simulations ==-============-=-==-=================-=======================
Name: 100Y-2411
Filename: H:\2007\W070l34\drainage\ICPR\100Y-2411.R32
Override Defaults: Yes
Storm Dllration(hrs): 24.00
Rainfal I File: Scsi j-24
Rainfall Amount lin): 6.46
Time (hrs) Print Inc(minl
30.000 5.00
Name: 10Y-24H
Filename: H: \2007 \\107 0134 \drainage\ lCPH \ 10Y-2411. R32
Override Defaults: Yes
Storm Duration(hrsl: 24.00
Rainf~11 File; Scsii-24
Rainfall l~ount(in): 3.83
Interconnected Channel and Pond Routing Model (ICPR) <<;>2002 Streamline Technologies, Inc.
Page 4 of6
D
~
u
~
u
u
D
D
~
~
u
u
D
~
u
D
Q
~
u
Time (hrsl Print Inclmin)
30.000
5.00
Name: 2Y-24H
Filename: H:\2007\W070134\drainage\ICP~\2Y-24H.R32
Override Defaults: Yes
Storm Duration(hrsl: 24.00
Rainfall File: Scsii-24
Rainfa 11 Amount (in): 2.66
Timelhrs) Print. Inc(min)
30.000 5.00
---- Routing Simulations -----------------------------------------------------------=----=
Name: 100Y-24H Hydrology Sim: 100Y-24H
Filenilffie: H:\2007\W070134\drainage\ICPR\100Y-24H.I32
Execute: Yes
1\1 ternati ve: No
Patch: No
Restart: No
Max Delta Z(ft):
Time Step Optimizer:
Start Time (hrs) :
Min Calc Timelsec):
Boundary Stages:
Delta Z Factor: 0.00500
1. 00
10.000
0.000
1.0000
End Time (hrs) : 30.00
Max Calc Time (sec) : 100.0000
Bounuary Flows:
Time (h:-s) Print IrH.:(min)
30.000 10.000
Group
Run
BASE Yes
Name: 10Y-24H Hydrology 5im: 10Y-24H
Filename: H:\2001\W070134\urainage\ICPR\10Y-24H.I32
Execute: Yes
Alternative: No
Patch: NO
Restart: No
Max Delta Zlft): 1.00
Time Step Optimizer: 10.000
Start Time(hrs): 0.000
Min Calc Time{sec): 1.0000
Boundary Stages:
Delta Z Factor: 0.00500
End Time(hrs): 30.00
Max Calc Time(sec): 100.0000
Boundrtry Flo.....s:
Time Ihrs)
Print Inelmin)
30.000 10.000
Group Run
BASE Yes
Name: 2Y-24H Hydrology Sim: 2Y-21H
Filename: H: \2007 \W070134 \dra inage\ ICPR \2Y-24H. 132
Execute: Yes
.'\lternative: No
Patch: No
Restart: No
Max Delta Z(ft):
Time Step Optjmjzer:
Start Timelhl's):
Min Calc Time(sec):
Boundary Stages:
1. 00
10.000
0.000
1. 0000
Delta Z ,actor: 0.00500
End Timelhrsl: 30.00
Max Calc Time(sec): 100.0000
Boundary Flows:
Time(hrs)
Print Inc (min)
Interconnected Channel and Pond Routing Model (fCPR) <<:J2002 Streamline Technologies, Inc.
Page 5 of6
~
u
30.000
Group
---------------
BASE
10.000
Run
Ye$
I~
U
===- Boundary Conditions -~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-~~~~~~~~~~~~~~~~~~~-~~~=~=~=
~
~
u
~
lJ
~
Q
u
u
u
~
~
~
u
~
Interconnected Channel and Pond Routing Model (JCPR) lD2002 Streamline Technologies, Inc.
Page 6 of6
~ ~ II::J c:::! 1::1 c:::::! [=::! I::J ~ c=a I::l ~ c=: ~ I::J Il::J ~ ~ -=::=J
Max Time, f'.~ax Warning Max "Delta Max Sur: Max Time Max Max Time Max
Name Group Simulation Stage Stage Stage Sta;Je Area Inflow In:low Outflow Out flow
hrs ft ft ft ft2 hrs cfs hrs cfs
(!'J~ BASE _OQ.~ 12.50 E34 .380 834.380 0.0014 0 14. 52 ~<i'" 0.00 0.000
Ouc:let 1 BJ\.SE 10Y-248 12.50 834. 380 834.380 0.0014 0 17.07 0.259 0.00 0.000
Outlet 1 BASE 2Y-248 12.50 834.380 834.380 0.0014 0 16.76 0.160 0.00 0.000
aG1Rll1'el'='!' BAS 8 lO~ 0.00 835.900 835.900 0.0000 2 12.30 ~ 0.00 0.000
Outlet 2 BASE 10Y-248 0.00 835.900 835.900 0.0000 2 16.41 0.153 0.00 0.000
Outlet 2 BJ\.SE 2Y-24H 0.00 835.900 835.900 0.0000 2 0.00 0.000 0.00 0.000
..Bon~ BASE il:U~ 14.52 ~ 837.230 0.0050 15041 12.08 20.194 14.52 0.796
llond:lit BASE ro~ 17.07 f-SSiiS9_ 837.230 0.0050 12923 12.08 9.411 17 .07 0.259
P.on~ B.l>.SE ~~ 16.16 8-.3~ 837.230 0.0048 115:6 12.08 4.959 16.76 0.160
Str. l\. B-l>.SE 100Y-248 12.30 837.333 839.210 0.0050 153 12.29 3.553 12.30 3.552
Str. l\. BASE 10Y-24H 16.41 836.487 839.210 0.0050 140 16 .41 0.153 16.41 0.153
Str. l\. BASE 2Y-24H 0.00 836.300 839.210 0.0000 11S 0.00 0.000 0.00 0.000
.we~ BASE I:l!:Om:..-zIIAl 2.29 t8'-l8~:z:e 838.000 0.0049 11544 12.08 10.446 12.29 3.553
We~ Bl.SE: ~ 6.41 ft3!Z:!l19219 838.000 0.0050 14501 12.08 4.548 16.41 0.153
We':tW~ BASE: ilo~ 4.84 dl.ea...~fiBli 838.000 0.0050 11964 ]2.08 2.219 0.00 0.000
Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc.
Page I of I
U
D
~
o
o
~
~
~
~
D
~
[j
~
a
~
~
~
i
U
POST-DEVELOPED
CONDITIONS WITH OFF SITE
ICJ
c-
w::J
Nodes
11 Stage/Area
V Stage/Volume
'1' Time/Stage
[.1 Nanhole
Basins
o Overland Flo'"
tJ SCS Unit Hydro
S Santa Harbara
Link3
P Pipe
~I ~le.i r
C Channel
D Drop Struoture
B Bridye
It Rating Cu(ve
11 Breach
~
Ie]
-==t
I:::"
c:J
I:::l
t::::::'"
-=::='
.:=I
If::]
c::
c::
~
~
c:
c:
, D: PI-Out 1
A:pond 1
U:Basin A
U:Basin B
U:pond 1
U:OffsiLe A
A:Wetland 1
U:Basin C
U:Basin D
U:';letland 1
U:Offsite C
O:\~et-out 2
P:str. A-Out 2
Inlen:onnected Channel and Pond Rouling Model (lCPR) <<.J2002 Streamline Technologies, Inc.
u
D
~
~
o
u
~
~
~
u
~
u
G
~
~
u
D
u
u
---- Basi~s -------------------------------=---~=--------=--~=----------------------------
Name: Basin A
Group: BASE
Node: Pond 1
Type: SCS Unit Hydro.raph
Status: Onsite
Unit Hydrograph: uh484
Rainfall File:
Rainfall Anount(in): .0.000
Areaiae): 1.200
Curve Number: 19.00
DCIA[%): 0.00
Peaking Factor: 464.0
Storm Duration(hrs): 0.00
Time of Cone(nin): 11.80
Time Shift (hrs) : 0.00
M2X Allowable Q(efs): 999999.000
J\ame: Basin B
GL'O'Jp: BASE
Node: Pond 1
Type: SCS Unit Hydro.rapb
Status: OnSlte
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area(ae) :
Curve Number:
DCIA(%) :
uh484
Peaking Factor:
Storm Duration(hrs) :
Time of Cone (nin) :
Time Shift (hrsl :
Max ~lowable O(efs) :
46,.0
O.OC
14.90
O.OC
999999.000
0.000
2.260
79.00
0.00
Name: Basin C
Grou::>: BASE
Node: Wetland 1
Type: SCS Unit Hydro.raph
Status: Onsite
Unit Hydrograph: uh484
Rainfall File:
Rainfall Amount (in) : 0.000
Area(ae): 1.360
Curve Number: 19.00
DCIA[%): 0.00
Peaking Factor: 464.0
Storm Duration (hrs) : O.OC
Time of Cone (nin) : 13.20
Time Shift (trs) : O.OC
Max Allowable Qlefs): 999999.000
Name: Basin D
Group: BASE
Node: Wetland 1
Type: SCS Unit Hydrograph
Status: Onsite
Unit Eydrograph: uh484
Rainfall File:
Rainfa~l Amountlin): C.OOO
Area lac) : 0.360
Cu~ve Number: 79.00
DCIA{%): C.OO
?eaki~g Factor: 48,.0
Storm Duratior.(~rs): 0.00
Time of Conelmin): 16.00
Time S~ift(r.rs): O.OC
Max F~lowab1e Q(efs): 999999.0JO
Name: ~~A
Group: BASE
Node: PO:Jd 1
Type: SCS Unit Hydro.raph
Status: ~
Unit Eydrograph: ~h48~
Rair.fall File:
Rai~fa:l Amountlinl: C.OOO
Areala,,): C.210
Curve Number: 79.00
DCIA(%I: C.OO
?eaki:"lg Factor:
Storm Duratlonl~rs):
Time of Conelmin):
Time S~ift(hrs):
Max Allowable Q(efs) :
-184.0
0.00
15.00
0.00
999999.000
Name: ~...e.
G=oup: BASE
Node: Wetland 1
7ype: SCS Unit Hydrograph
Status: Q,:lIi:llinlHoo
Unit Ilydrogra?h: uMB4
Rainfall File:
Rainfall Amount(in): 0.000
Area (ae) : 0.440
Curve Nlli~e~: 79.00
DCL".(%): 0.00
?eak~n. Factor: 484.0
Storm Duratio:J(hrs): 0.00
Time of Conc(min): 15.20
Time Shift (hrs) : 0.00
Max J1210wable Q(cfsJ: 999999.000
Narne: Pond 1
Group: BASE
Node: Pond 1
Type: SCS Jnit Eydrograph
S::a::us: O:lsite
Interconnected Channel and Pond Routing Model (rCPR) ~2002 Streamline Technologies, Inc.
Page 1 of6
D
D
Unit Eyd=ograph: uh484
Rainfall File:
R2inr2J.l P.Iliount (in): 0.080
p..Iealac): 0.710
Curve Number: 84.00
DC~A ( %); O. 00
D
[J
Name: Y.]etland
Group: Rl\.S~
D
Unit EYdrograph: uh484
Rainfall File;
Rainfc::ll ]'olTlol~nt.{in)~ 0.000
Area (a::} : 0.640
Curve Number: 67.00
DeIA ! % ,: O. 0 D
o
?eaking "actor: 484.0
S~o~m Duration{hrs}: 0.00
Time of Cone; m,in i: 13.30
Time Shift{hrs): 0.00
Max Allowable Q(cfs): 999999.000
Node: 1-iec1a'ld 1
~y?e: SCS Unit Hydrograph
Status: Or~sile
Pe~king Factor: 484.~
Storm Duration {hrs) : 0.00
Time af Cone 1J1lin): 13. 9D
Time Shifcihrs): 0.00
Max Allowable Qicfs): 999999.000
---- Nodes ~~~~~~~---~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
u
Name: O'.ltlet 1
Group: BP.Sli:
Type: Time/Stage
o
Time!hrsl Stagelft)
u
C.OO
12.50
30.00
o
N2me; Outlet 2
Gr.:=lUp: BJ~SE
Type: Tiule/Stage
833.730
634.380
833.730
Time.(:ors) St:~ge 1ft)
u
0.00
12.50
3D.00
u
Name: Pond 1
Group: BASE
Tyye: St~ge/Area
o
Stage (fte)
834.230
835.000
836.000
837.000
636.000
636.230
o
D
Name: St.::-. ~n..
G::-oup~ BA~j:'
Type: Stage/A.rea
835.900
835.900
835.9DO
Area (ac:1
0.2400
0.2500
O.30CO
0.3300
O.36GO
0.3700
D
St2ge (ft_J Ar.ea (.:'Ie)
836.300 0.0004
835.210 0.0004
D
Name: Wet::l.8::;1d 1
Group: EASE:
Type: Stage/Ar~a
u
Base F1o~(cfs!: 0.000
Inir Stage(ft;: 833.730
War~ Stageift): 834.380
Base Flow(ofE): 0.000
Init Stage (ft): 635.900
\'Jarr~ Stage (it:: 835. 90C
Base Flo~lcfs): 0.000
Init Stage (ft): 634.230
Wprn Stage (ft): 837.230
Ease Flon{cfsJ: 0.000
Ini t Stage 1ft): 836.300
Warn Stage 1ft) : 839.210
E~se Om',' (cfs); 0.000
Ini-c Sta';re(ft): 835_520
warn Stageiftl: 838.000
Page 2 of 6
D
lutercoIlllcctcd Channel and Pond Routing Model (ICPR) @2002 Sn'ea.i'nline Technologies, Inc,
u
D
P.J:'E21:ac)
u
Stageiftl
836.520
837.000
838.000
O.OOOD
C.llon
0.3~)OO
~~~~ O~erating Tables -------------------~~~~~~~===~========================~~---=--------
o
D
[J
Naill-e:
Type:
2unc'tion:
GrO"LlP: BAS~
Bo~tom Clip
lime vs. Depth of Clip
Time C~rs) Clip Depth (in)
~--~ Pipes -------~~~-~~~==~~=~~=================~==~==~-------------~-~--~~~~~~~~~~~~~~~~
u
u
u
Name: Set. A-Out 2
Group: BASE
U~STREl'M
Geome~.r.y: ::i rcular
Span (in:1 : 18_00
Rise (in): 18.00
Inver~(ft): 836.300
Manning's N: 0.013000
Top Cl.iplinl: 0.000
Sot Clip(in}: 0.000
From Node: Str. A
To Node: Outlet 2
Length (f':l; 57.00
Count ~ 1
~'riction EC2uatior_: Average Ccnveyance
Soluticn l'...lgo!'i thm: Automatic
FIe,,': Both
Entrance Loss Coer: 0.00
Exit Loss Coef: 0.00
Bend Loss Coef: 0_00
Outlet Ctrl Spec: Use cc or tw
Inlet Ctrl Spec: Use an
Stabilizer Opticn: None
DOWNSTREJlM
Circ:ula!:
18.00
18.00
835.900
0.013000
0.000
0.000
l1pstre3m FHWA InJ.e"t Edge Description:
Ci:cul~r Co~crete: Square edge wi head~21l
o
Downstream Flrl'JA Inle~ Ec'~e Description:
Ci~cular Concrete: Square edge ~; headwall
u
~~~~ Drep Stt~etures --==~~-~------------------~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
[J
o
Name: ?l~Ou't 1
Group: Rll..SE
UPSTREl"'l
Geomet~y: Circular
Spanlin): 12.00
RiEe lin) : .12.00
Invertjft): 834.440
/-1"nniOlg's N: O. OUDOO
Top Clipiinl: 0.000
Bot C1ip[inl: 0.000
F::"om Node: ~Pond 1
To Node: 0U1:1et
LeClgtb I ft): 33.00
Count: 1
DCJIoIN S T}(fcl\M
Circular
12.00
12.00
833.'140
0.013000
0.000
~J. 000
Friction :2qudtion: At:tomatic
Solution Algori,thm: Most Restric~ive
Flow: Bot:'1
~n~rance Loss Coef: 0.000
Exit Loss Coef: 0.000
Outlet Ct~l Spec~ Use de or tw
Inlet Ctrl Spec: Use dn
Solution Incs: 10
Upstream ?S'i<'JA I,nle t Zdge Desc~-ipClon:
Circular Concrete: S~uare edge wi bead-wall
o
Downst:-eam ?~lWA Inlet Ecge Description:
Circular C~ncrete: Square edge wi heacwall
D.
First Ori.fice needs to be a 3"
Secnnd Orifice at 836.06 needs ~a b~ a ,~
~~~ Weir 1 of 3 fer Drop Struc~ure Pl~O~t 1 l~;
u
D
TABLE
CCl.:nt:
Type: VerticaJ.: Mavis
~l(y,..:: 5!".Jth
Geemetry: Circul"r
B~ttom Clip(in}: 0.000
Top Clip(in}; 0.000
Wei~ Disc Coef: ~.200
Drifice Disc Coef: 0.500
Span(in); 3.00
Rise i: in); 3.00
lnvert(ft}: 83..440
Central Elev'(ft): 834.440
~~* Weir 2 of 3 fer Drop Structure
TAELE
u
PI ~Oi.Tt 1 ic"-t,;-
B':)ttom Clip(in):
Mavis Top Cl~p (ir~) :
f;eir Disc Caef:
O~ifice Disc Coef:
0.000
0.000
3.200
O.SOO
Cot:.nt:: 1
Type: -v.ert.ical:
Flow; 3::rL:h
Geometry; Circular
Page 3 ofG
D
Interconnected Charmel and Pond Routing Model (lCPR) <<J2002 Streamline Technologies, Inc.
rU
!o
o
o
o
u
u
u
D
u
o
o
[J.
D
D
o
o
u
u
S9O'D (in): 4.00
Rise(in): ",00
Invertifc): 635.920
Control Elev(f~): 535.920
"",'** Wei r 3
cf 3 f.::Jr Drop
S'CrUCl:.u::::-e PI-Out 1 'i<-;-""
TlillL.:,:
COU:;1t:
Type:
E'lo1,.,':
Geometry:
Horizontal
BO'l:h
Rec'tangulal~
Botcom Clip(lD): 0,000
Top Clip(inl: 0,000
Weir Di$c Coef: 3.200
Orifice Disc Coef: 0.6CO
Span {in] :
Rise (in] :
24,00
24,00
Invert Ife): 837,510
Cqntrcl ~lev(ft): 837.510
---------------~---------------~~---------------------~----------------~-------~----------------~~--
Name: We't-O-l:t 2 Frolf, NOlde: NeLl~nd LeClgtLlftl : 26.50
Group: 3ASE 1'0 Node: Str_ A Coun"L: 1
UPSTRL~ DOWNSTREAM Frictio"-i EqUdtioD: A-L: t OITla t,i c
Geome-:ry~ Ci~cu13r CirC1Jlar Solt:tion J',lgorit:r...m: ~Iost Restrictive
Span (ir,) : 12.00 12,00 Flow: Both
Rise (iL) : 12,00 12.00 Sntrance Less Coef: 0.000
Ir,\!eJ.:'t., ~ ft:1 , 836.500 836,300 Exit Loss Coef.: 0,000
Hanning's N; 0.013000 O,01300e Outlet Otrl Spec: Use C,C or t.....
Top Clip~in) : 0.000 0,000 Inlet Ctrl Spec: Use dn
Bot Clip ~in) : 0,000 0,000 Sclution Incs: 10
Upstre~rn FHWA Inlet Edge Descriptiou:
Circular Con::::rete: Sq"cJare edge "..'/ headwall
DownstTeam FHWA Inlet 8dge Description:
Circular C::mcrete: Square edge ',oJ! head-..rall
~** Weir 1 of 1 for Drop Structure Wet-Out
,",io-*
TABLE
C:cunt: 1
Ty?e: Hcrizontal
FIm.;: Both
Geo~etry: 2irculaL
Botto~ Cllp{inj: 0.000
?o? Clip{in): 0.000
~ieir Disc Coef: _"J _ 20D
Orifice Disc 2oef: 0_600
Spa:] (in): 2';.00
R:i.se I in): 2';' 00
Ic:ver,,! ftl: 837.890
Control Elevlft): 637.890
==========================================================================================
==== Ra't i::1g C1Jr.ves =========""'=====================================================;:;=======
===========================~==============================================================
Name:
Grou;>: BASE
From Node:
To Node:
Connt: 1
Flu...,: Both
TABL:':
SLEV ONlft)
0,000
0.000
0.000
0,000
E:L2V OFF/it}
0.00e:
C,OOC
':, DOC
C,OOO
#1:
112 :
. #3:
#~:
" =================================================================================~========
==== Hydrol~gy Simulations ===============================================================
==========================================================================================
Name: lnOY-24H
Filename: H:\2007\W070134\d~al~age\ICP~\100Y-2~H R32
Ov~rride Defaults: Yes
Storm Duration (h..::'.sJ: 24.00
Ra~nfall File: Scsii-2~
R2iilfcll hrrount{in:': 6.46
TiJTLe (rL~s) Frin<c Inc (rt:in}
30.000 5,00
----------~--~--------------------------------------------------------------------~~~---------------
NaJQe: 101-24H
~ilename: H:\2007\W07013'\draiuaae\lC~R\10Y-24H.R32
O~er~ide Defaults: ~es
SL::orm D"..Jrai::.ion (brs) ~ 24 _ 00
Rainfall File: Scsii-24
Rc.ilJfall )'o,mount {inj: 3.83
Interconnected Channel and Pond Routing Model (ICPR) Q2002 Streamline Technologies, Inc.
Page 4 of 6
u.
u
o
[J
D
u
D
u
o
u
o
D
[J
c
u
D
o
D
u
Time (hrs) PrinL Inc[mi~)
30.000
5.DO
Name: 2'!-24H
Fd 8name: H: \2007\1-1070134 \:::cainage\ ICP;:\2Y~24H .ld 2
Overrid~ DefauJt~: Yes
Storm Duration{h~s): 24.00
Rainfall File: Scsii-24
Ra.infall .A.ffiol'nt (in I: 2.66
Time (hrs) Print Inc(minJ
30.000 5.00
==== Routing Sim:'J 1a t ions =================================================================
Name: 1DOY~24H Hydrology 81m: JOOY-24H
rilename: H;\2Q07\WO/0134\dr2inage\ICPR\lOOY~24H.132
ExC':::,_ute ~ Yes
AlternativE: No
Re:::tart: No
Patch: No
Max Delta Z(ft):
Time S~ep Optimizer:
Start T i",e I h::cs) :
Min Calc Time/see]:
Bouncary S:..ages:
1.00
10.000
0.000
1.0000
Delta Z. ,'actor: 0.00500
End Time(hrs): 30.00
Max Calc Time(sec): 100.0000
Bound2ry FICl....~s:
Ti:ue (hrs} ?rint I!1c (min)
30.000 10.000
Group
Run
BIiSE Ye~
Name: lOY-2'IH Hydrology SlID: lOY-24H
FL}.ename: H: \20G7\W07 Ol.3~ \drainage\ICP.R\lOY-24H. I32
-Execute: Yes
Jl..l t.er-nati ve: No
?-estart: No
?a'tch: N;:,
Max Delta Zift): 1.00
Ti.me Step Opt.iillizer~ lO.OOO
Scare Ti~e(hrs): 0.000
M~n Calc Tirne(sec): 1.0000
Bounda:cy Stages:
Delta Z Factor: v.00500
End Time[hrs): 30.00
Max Calc Timeisec): 100.000e
Eoundary Flows:
Time (hr;:;:i
Print IDe ,:min)
30.000 10.000
Group ~ur,
RliS2 Yes
Name: 2Y~24~ Hydrclogy Sim: 2Y-24E
~ilename: H:\2007\W070134\d?ainage\ICPR\2Y~24H.I32
Execute: Yes
Alternative: No
Restart: No
Patc~"l: No
Max Delta Z(ft):
':irne Step Optimizer:
Star:t Time (hrs] :
Min Calc Time (see) :
Bou::J.da:!:y S~ages:
1. 00
10.OCO
O.OOC
1.0000
Delta Z Factor: 0.00500
End Time (hrs) : 30.08
Flax Calc Time (see): 100 _ ~)OOO
E.ound~ry Flows ~
Time (h2:" 5)
Pri!1t Inc l!(,in)
Interconnected Channel and Pond Routing Model (ICPR) rD2002 Streamline Technologies, Inc.
Page 5 of6
U
10
30.000 .
10.000
Group
Run
D
BASS Yes
u
==== 3ound~ry Conditions =================================================================
D
o
o
o
u
o
o
u
D
U"
. .
[j
o
u
o
D
Interco:me:::ted Channel and Pond Routing IVlode! (ICPR) iGl2002 Streamline Teclmologies, Inc.
Page6of6
C"
r::-
J::::::
~
-=:
c:!
c::
Ie]
1:=
CJ
c::
c::
.:=
c=
c::
Max Time ~lax Warning Max Delta t1ax Surf f'.1ax Time Max Max Time Max
Nome Group Simulation Staye Sla'le Stage Stage Arca Inflow InDow Out f] ow Outflow
hrs ft ft ft ft~ hrs cfs hrs cfs
(~ Bi\SE fGtl~' 12.~0 834.380 834.380 0.0014 0 13.66 W$(H1 0.00 0.000
Outlet 1 BI'.SE 10Y-~4H 12.50 934.380 834.380 0.0011 0 17 .02 0.276 0.00 0.000
Outlet 1 BASE 2Y-24H 12.50 831.380 834.380 0.0014 0 16 .92 0.166 0.00 0.000
"'a'u_e~ BASI': ,1Iml~1 0.00 835.900 835.900 0.0000 2 12.31 ~ 0.00 0.000
Outlet 2 BASE 10Y-2411 0.00 835.900 835.900 0.0000 2 13 .89 0.336 0.00 0.000
Outlet 2 BASE 2Y-241I 0.00 835.900 835.900 0.0000 2 0.00 0.000 0.00 0.000
tlloIf/il:ll. DASE lIQQ~ 13.66 c83ft!15OO 837.230 0.0050 15124 12.08 21.191 13.66 1.206
IiPlliW DI,SE q:O~l 17.02 ~e~l 837.230 0.0050 13053 12.08 9.861 17.02 0.275
~~ BASE 12. 4 I 16.82 '8~ 837.230 0.0050 11587 12.08 5.187 16.82 0.166
Str. A BASE 100Y-24H 1?.31 037.427 839.210 -0.0050 151 12.31 4.081 12.31 4.081
Str. A BAS.. 10Y-24H 13 .89 836.583 839./.10 0.0050 145 13.8(, 0.336 13.89 0.336
Ste. A RAS~; 2Y-24H 0.00 836.300 839.210 0.0000 lIS 0.00 0.000 0.00 0.000
'4;'0 ~nc-.J. BASE ~OO~ 12.31 ctl~ 838.000 O.OOSO 18934 12.08 12.522 12.31 4.081
Wellll:an~l. BASE 11(j.~H 13 .86 il.~~ 838.000 0.0050 14779 12.08 S.489 13. B6 0.336
.lP:. w.:am;llII!. BASE 82,~ 24.85 8lJ'~ 838.000 0.0050 13218 12.08 2.699 0.00 0.000
E:l
-==
CJ
C:!
InlcrconnecLed Chalmel and Pond Routing Model (ICPR) rQ2002 Streamline Technologies, Inc.
Page 1 of 1
u
U
D
o
U
o
U
U
o POST-DEVELOPED
CALCULATIONS WITH 6 INCH ORIFICE
o
U
U
o
[J<
u
u
o
o
u
c:J
CJ
Nodes
!\Stage/Ar-ec
V Stage/Vcd.LJrne
'J' Time/S'taqe
,>1 f~lallholl:.~
Basins
o OverJ2nd F.l (!h'
uses Unit Hydro
S SantE]; Barbara
Link"
P Pipe
",1 ~'I}e_i r
C Channel
D Drop Structure
B Hridge '
R Rating Curve
Il BreaC~l
~
c.:=:=
c:J
c=J
c=:
c::::::J
c=J
c::=J
c=
~
c=J
c::=J
c=J
c::=J
L~
c::=
C=}
I T:Outlet 1 I
...1
-........- ......... -
D; PI-out 1 A:Wetland 1
------]; U: Basin C
U: Basin D
U:Wetland 1
A:Pond 1 U:Offsite C
~
U: Basin A ... .... ... ,L,,,
U: Basin B ;""",.,",..,'".. .....""".."..."..."..,,.
U: Pond 1 D:Wet-Out :2 i
U:Offsite p, i
."m"m"m., ...,...., ...,'t',..._-"..."..."..."..."..
~
, .
P: Str. A-Out 2
.... .-- r
I T: Outlet 2 I
Inlerconnected Channel and Pond Routing Model (ICPR) CQ2002 Stremnline Technologies, Inc.
u
[J
[J
D
u
[J
[j
D
u
u
o
o
u
D
D
D
o
[J
o
==== Bas~ns ====~==~====================================~=================================
N3me~ Basin A
Gr:)u;;': BASE
Node: Pond 1
Type: SCS Unit Eydro~raph
Statll~,: Dnsi te
~Jnit Hydrograph: uh484
Rainicll File:
R~il1fall ;".J:'~ount (in:l; 0,000
Area (ac) : 1.200
C~rve Number: 79.00
a,elP"I%): 0,00
Peaking rac~or: 48~.0
Storm Duration (hrs) : 0.00
Ti~e of Cone (min) : 11_8Q
Time Shiftthrs): 0_00
Max Allowable Q[cfsl: 999999,000
Name: 3asin :;
Gro'~Jp: BASE
S-:s..tus: .O:~si te
N:lde: Pend 1
Type: SCS Unit Hyd~ograp~
Uni t Hydr'ogra.ph:
Rainfall File:
~ainfall A~oun~(in):
Area (ac) ;
Curve Numbe~-:
DCIJd % r :
Peaking Factor:
StcI'm Duration(h~s) :
Time of Ccnc[rnin):
Time Shif~(hrs):
M~x Allowable Q(cfs):
484.0
0_00
14. ~O
0.00
999999.000
uh.84
0.000
2.260
79.00
0.00
~ame ~ B2<sin C
Group: BJI.SE
Node: Net1alld 1
Ty?e: SCS U~ic Hydrograpc
Statns: Onsite
Unit Hydrograph: uh~84
Rai:1:Er:iJ.l Fj_l€!:
Rainf~ll Amount (in) , C.000
An'" I",:::) : l.360
Curve N'~er: 79.~O
DCIA: %): 0.00
Peaking ~actor: 181.0
stocm Duration (hrs) : 0.00
Time af Conc(min): 13.20
TIme Shifc(hrs): 0.00
Kax Allow<lbla Q(e1s): 999999.000
Na!ne: B3.sin D
Group: BASS
Status: C[l.sit~
Node: ~ietla"d 1
Type: SCS Unit Hydr:lgra?h
Unit Hydrograph: uh484
R"ir.fall File:
Rainfall Amountlin): 0.000
?rea lac): 0.360
Curve Number: 79,00
DClA(%): 0.00
PEakinq ~Gctor: 184.0
$t:orm Duration-(llrs) ~ 0 _ DO
Time of Cone (min) ~ 16 OD
Time Shift (hn): 0.00
Max Allowable Q(cfs): 999999,000
;/
Name; Offsi te li.
GrCiUp~ :SASE
Node: Pond 1
Type: SCS Unit Eydrograph
Status: Offsite
~Jni t Eyci.::og.-r:-aph: uh484
Rainfall :E'ile~
Rainfall Amount (In) : 0.000
m~-ea(ac): 0_210
CU:--i.'1";; Number: 79 _ 00
DCI)\.(%): 0.00
484.0
0.00
15.00
0.00
999999.000
.?~a k.i..ng Fact_or:
Storm Duration~~rs):
Time of Conc~min) :
Time Shift (nrs) :
i-1ax PLIL:n.;able Q \ c:.fs) :
Narne: Offsite C
Group: BASE
Node: Wetl<lnd 1
Type: SCS Uni t Eydrofdx-aph
Status: O:Efsite
Unic Hyrlrogr8pt:-uh484
RainfCi.l1 File:
Rainfall ,Amount \ in): 0 _ 000
Areaiac): 0.440
Curve Number: 79.00
eClA('.): 0.:)0
?eaki~g Factor: 484.0
Storm Duration(hrs): 0.00
Time of Conc(min): 15.20
Ti~e Shift (hrsJ : 0_00
Max Allowable Qlcfs): 999999.000
Name: Pond
G!:'oup: 3?~SE
Node: !'-ona 1
Type~ SCS UDit ~yd~ograph
Status: OnSlte
Interconnected Channel and Pond Routing Model (I CPR) (jd2002 Streamline Technologies, Inc.
Page 1 of 6
o
u
Unit Hydrograph: uh484
Rainfall File:
Rainfall P-euouD"L-{in): 0.000
Area(ac~: 0.7.10
Curve Numbs2:: 84.00
DC1.o.I%I: 0.00
u
D
Name: i'le-cland
Group: BAS:':
o
Doit Hydrograph: uh484
R~i[!fall File:
Rainfall p~cunt(in): 0.000
l'.rea(ac): 0.640
Curve Nl~m':Je!"; 67.00
DCIA':%): 0.00
u
Peaking Factor: 484.0
Storm Duration (hrs) : 0_00
Time of Conci:ain!: 13.30
Time Shift(t~s): 0.00
Mcx 1'-l1m-12ble CHefs): 999999.000
Node: I'Jetland ]
Ty:?e: SCS Unit Eyc.rogr~ph
SI:atlJ~,: Onsi t:?
Peaking Fact8r: 484.0
S-cDTTIl DiJration[hrs): 0.00
TiJne of Conc[min): 13 _ 90
Time Shift :111:3): 0.00
Max Allowable Qlefs): 999999.000
==== Nodes ===============================================================================
Base Flowicfsl: 0.000
II-it Stage If;:): 833.730
Warn Stage 1ft): 834.380
u
Name: Ou;:let 1
Group: EAS2
Type: 'Time/Stage
u
Ti~e(hrs) Stage 1ft)
o
0.00
12.50
30.00
u
Name: Outlet 2
Group: Bt1SE
Type; Time/Stage
Time ~hrsJ
u
0.00
12.50
30,OD
LJ
Name: Pond 1
c;::-cup: 3ASE
Type: S:::age/Area
o
Stage i ft)
lJ
834.230
835.000
836.000
837.000
838.000
838.230
o
N2ffie: Str. A
Gr.:mp: BASE
Type: St~gE!Area
833.730
83_.380
833.730
Stage(ftl
835.900
835.900
835.980
J\,rea iasl
0.2400
0.2600
0.3000
0.3300
0.3600
0.3700
o
Stage;ftj Area(ac~
836.300 0.0004
839.210 0.0004
o
Name: lfretland I
Group: BASE
Type: S~ageJArea
u
Base FI~w:cfs): O.OCO
lnit Stage (ft) : 835.900
wern Stage(ft): 835.900
Base Flow[cfsJ: 0.000
lnit St0ge(ft): 834.210
Warr: Stage(ft): 837.230
Base ?lO'.dcfs): 0.000
Ini::: S:::agelft): 836.300
~arn Stage(ft): 839.210
Base Flov.1(cfs); 0.000
Init Staqe(ftj: 836.520
Warr] Stage{ftl: 83B.COC
Page 2 of 6
Interconnected Channel and Pond Routing Model (ICPR) ~2002 StrearnIine Technologies, Inc.
u
u
[j
~
u
D
~
D
u
~
D
IU
I
u
~
D
u
D
D
D
~
Stage(ft)
Area (ac)
836. :'20
837.000
838.000
0.0000
0.1100
0.3500
~~~~ Operating Tables ~~~~~~~=~~===--------------------~------============-======~=======
Name: Group: BASE
Type: Bottom Clip
Function: Time vs. Depth of Clip
Time (hrs) Clip Depth (in:
==== ?ipes =====--==~========-=---=--------------------=---==========================-====
Name: Str. A-Out 2
Group: BASE
Length(ft): 57.00
Count: 1
Friction Equa~~on: Average Conveyance
Solution ~Jgorithm: Autcmatic
Flow: Both
Entrance Loss Coef: 0.00
Exit Loss Coef: 0.00
Bend Loss Coef: 0.00
Outlet Ctrl Spec: Use dc or tw
I~let Ctrl Spec: Use dn
Stabilizer Option: None
From Node: Str. A
To Node: Outlet 2
UPSTREAM
Geometry: Circular
Span[i:J:: 18.00
R:.se[i:1): 18.00
Invert [ft] : 836.300
Mann~ng's N: 0.013000
Top Clip[in): 0.000
Bet Clip(in): 0.000
DOWNSTREAM
Circ1:.1ar
18.00
18.0D
835.900
0.013000
0.000
0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Downstream Fh~;A Inlet Edge Description:
Circular Co~creLe: Square edge wi headwall
=====-------------=-------=-=-======================~=======~~=~=~========~===============
~~~- Drop Structures -----------------------------=-==============-=======================
Name: PI-Out From Node: Pend 1 Length 1ft) : 33.00
Group: BASE To Node: Outlet Count: 1
U?ST?t:h.'1 DOWKSTREAl1 Fric::io:1 Equation: Automatic
Geometry: Circular Circular S:>lution Algor:.th:n: Most Restrictive
Spar: (in) : 12.00 12.CO Flew: Bot!:
Rise (in) : 12.00 12.CO =.n::rance Loss Caef: 0.000
Invert 1ft) : B34.440 833.940 Exit Loss Coef: 0.000
~anning's N: 0.013000 0.0:3000 Outlet Ctrl Spec: Use do er tw
Top Clip lin) : 0.000 o.oeo Inlet Ctrl Spec: Use dn
Bot Clip I in) : 0.000 o.oeo Solution :lncs: 10
Upstream FHWA Inle:: Edge Description:
Circular Concrete: Square edge wi head~a:l
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwa:l
First Orifice need" to be a 3"
Second Orifice at 836.05 needs to be a 4"
.,. Weir 1 of 3 for Drop Structur"e PI-Out I.'.
TABLE
Count: 1
Type: Vertical: Y.av:.s
Flow: Both
Geome~ry: Circular
Bo~to~ Cliplinl: 0.000
Top Cliplin): 0.000
Weir Disc Coe=: 3.200
Orifice Disc Coe~: 0.600
Span [in): ~a.
Rise[i,,) :~
Invert 1ft): 834.440
Coctrol Elevlftl: 834.440
~~~ Weir 2 of 3 for Drop Struc~ure Pl-0ut 1 ~~~
TABLE
Count: 1
:ype: Vertical: Mavis
Flow: Both
Geometry: Circular
Bottom Cliplin):
Top Clip [in) :
\\leir Disc Coef:
Ori:iee Disc Coef:
0.000
0.000
3.200
0.500
Interconnected Channel and Pond Routing Model (lCPR) <1;;2002 Streamline Technologies, Inc.
Page 3 of6
u
~
l.J
~
u
u
D
~
D
~
~
u
w
u
u
~
u
D
u
Span [i:J) : ~O" lnve=t (ft) : 835.920
Rise [i::l) : ~ Cont=ol Elev{ftl: E35.920
..* Weir 3 of 3 for Drop St=ucture PI-Out 1 ...
TABLE
COU::lt: 1 Bo-:.tom Clip (in) : 0.000
Type: 3nri zontal ~op Clip (in) : 0.000
Flow: Both Weir Disc Coef: 3.200
Geometry: Rectangular Orifise Disc Coef: 0.600
Span (in) : 24.00 Invert (f"C) : 837.510
Rise (in) : 24.00 Contro'::" Elev(f"C): 837.510
Name: Net-Out 2
Sroup: BASE
From Node: Wetland
To Node: Str. A
Len;"Ch(ft): 26.50
Coun"C: 1
UPSTRE.lIM
Geometry: Circular
S1"anlin): 12.00
Rise lin): 12.00
Invert 1ft) : 836.500
Mannin;'s N: 0.013000
Top Cliplin): 0.000
Bot Clipiin): 0.000
?riction Equation: Automatic
Solution Al;orithm: Most Restrictive
Flow: Both
Entrance Loss Coef: 0.000
Exit Loss Coei: 0.000
Outlet Ctrl Spec: Use dc or tw
Inlet Ctrl Spec: Use dn
Solution Incs: 1Q
DOWNSTREAM
Circt:lar
12.00
l2.00
836.300
0.013000
0.000
0.000
Upstream FJrO'lA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Downstream FHWA :nlet Edge Descripticn:
Circular Concrete: Square edge wi headwall
.... Weir .1 of 1 for Drop Structure Wet-Out 2 ....
T.l\BLE
C01.ln-:: _
Type: Horizontal
Flow: Both
Georretry: Circular
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Disc Coef: 3.200
Orifice Disc Coef: 0.600
S?an (in): 24.00
Rise (in): 24.00
!nvert(f~): 837.89J
Contro~ Elev (f':): 837.8 9D
==== Rating Curves ===================--===================================================
Name:
Group: BASE
From Node:
To Node:
Coun:;: 1
Flow: Both
TABLE
E LEV ON ( ft )
0.000
0.000
0.000
0.000
ELEV OFF I ft)
0.000
0.000
a.JOO
0.000
1f1:
#2:
#3:
#4:
---- Hydrology Simulations --~~~~~--~~-~~~~~~~~~~~-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
Name: IOOY-24H
Filename: H:\2007\W070134\drainage\lCPR\lOOY-24H.R32
Override Defaults: ~es
Storm Du=ation(hrs): 24.00
Rain=a~l File: Scsii-24
Rai~fall k~ount(inl: 6.46
Time (hrs) Prin:: Inc [min)
30.000 5.00
N;,me: IOY-24E
Filename: H:\2007\W070134\drainage\ICPR\IOY-24H.R32
Override Defaults: Yes
Stor~ Durationihrsl: 24.00
Rainfall File: Scs~i-24
Rain:all A~o~n~(in): 3.83
Inter~oIll1ected Charmel and Pond Routing Model (lCPR) <<.';2002 Streamline Te~hnologies, Inc.
Page 4 of6
u
~
u
w
~
~
u
lJ
~
I~
lu
u
u
~
u
D
w
D
~
Time (hrs)
Print ine (mir.l
3C.000
5.00
Nalne: 2Y-24H
Filename: 8:\2007\W070l34\c:-ainage\IC?R\2Y-241i.R32
Override Defau:ts: Yes
Storm tu~a~ion'hrs:: 24.00
Rcinfall F:le: Scs:i-2~
Rainfall _~ount(~n): 2.56
Time (hrs) Print :nc(min)
30.000 5.00
---- Roucing Simulat~or.s __c______________~___=_=_________________=______________---------
Name: 100Y-2~H Hydrology Slm: 100Y-24H
Filename: H:\2007\W070l34\d=alnage\ICPR\lOOY-2~H.I32
Execute: Y<E:!:S
Alternative: No
Patch: No
Resta!"t: No
Max Delta Z(f~):
Time Step Cp~imizer:
Star':. Time (hrs) :
Min Calc Time(secl:
Bo~ndary Stages:
1. 00
10.000
0.000
1.0000
Delta Z Fa=tor: 0.00500
E~d Time (h:-s) : 30.00
Max ~alc Time(sec): 100.0000
BO'Jndary Flo\.,'s:
Time(hrs) ?rint Inc(min)
30.000 10.000
Gro"J.p
Run
BAS::;
Yes
Name: :OY-24H Hydrology 31m: 10Y-248
Filename: 1i:\2007\W070l34\drainage\IC?R\10Y-24H.I32
Execute: Yes
Al::ernative: No
Restart: No
Patch: N:>
Xax Delta Zif::): 1.00
Time S~ep Optimizer: lO.OOO
Start Time(hrs:: C.DOO
Min Calc Time(sec): :.0000
Bounda~y Stages:
Delta Z Factor: 0.00500
End Timelhrsl: 30.00
Max Calc Timelsecl: 100.0000
Boundary Flows:
Time'(hrs)
Print :nc(min)
3C.000 10.000
Group Hun
BASE Yes
Name: 2Y-24H Hydrology Sim: 2Y-2411
Filename: 3:\2007\W070134\drainage\ICPR\2Y-24:l.132
=:xecute.: Yes
Al ternati ve: No
Res't.art: No
Patch: No
Max Del~a Z(ft):
~ime Ste? Optimizer:
Start Time(hrs):
Min Calc rime (see) :
Boundary Stages:
1.00
10.000
0.000
1.0000
Delta Z ,actor: O.OO~OO
End Time (hrs) : 30.00
Maz Calc Time (see) : 100.0000
Boundary Flows:
:ime(hrs) Prin~ In~(min)
Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc.
Page5of6
10
~
30.00e
10.000
Group
Run
~
BASE
Yes
==== 30undary Conditions ============-====-=-----=--------------------~---=---------======
u
u
D
u
~
u
u
D
~
u
u
~
~
~
~
Interconnected ChaooeI and Pond Routing Model (ICPR) ~2002 Streamline Technologies, me.
Page 6 of6
u
.:=J ~ IE] 1::1 C'i ~ c= II::] II::] c:: c= El I::J I::J c= ~ I::J t::= c::J
Max 'Time Max Warning Max Delta Max Surf Max Time Max Max 'rime r-1ax
Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Out fl ow Outflow
hrs ft ft ft ft2 hrs <.:fs hrs cfs
wfh>lIl~ BASE 10~"l'll 12.50 831.380 834.380 0.0014 0 12.90 Mlff'fJ1!If 0.00 0.000
Outlet 1 BASF. 10Y-24H 12.50 834.380 834.380 0.0014 0 13.27 0.793 0.00 0.000
Outlet 1 BASE 2Y-24H 12.50 834.380 834.380 o . 0014 0 13.47 0.388 0.00 0.000
0uoo.~ tal!> BASE lO~ 0.00 835.900 835.900 0.0000 2 12.30 C\J'!Imm 0.00 0.000
Outlet 2 BASE 1 OY-:14 H 0.00 835.900 835.900 0.0000 2 13.86 0.336 0.00 0.000
Outlet 2 RASE 2Y-24H 0.00 835.900 835.900 0.0000 2 0.00 0.000 0.00 0.000
Pond!:ll BASE !l>j)A't~ 12.90 1IB~ 837.230 0.0050 14 604 12.08 21.191 12.90 2.057
~ BASE ~~H 13 .27 Il\lB~ 837.230 0.0050 12471 12.08 9.866 13.27 0.793
.lroR~ BASE ~ 13.47 83:411l~ 837.230 0.0050 11317 12.08 5.190 13.4"1 0.388
Str. ^ BASE 100Y-24H 12.32 837.427 839.210 0.0049 151 12.31 4.081 12.30 4.080
Str. ^ RASE 10Y-24H 13.88 836.583 839.210 0.0050 145 13.86 0.336 13.86 0.336
Str. A BASB 2Y-24 H 0.00 836.300 839.210 0.0000 115 0.00 0.000 0.00 0.000
.~dal BASE 1Il'0~~1 12.31 t9!>li'llllJlll 838.000 0.0050 18934 12.08 12.522 12.31 4.081
W" e.l:mldlll BASE ~H ] 3.86 Btli1.ln9llfj 838.000 0.0050 147'/9 12.08 5.494 13 .86 0.336
We~'M)~ BASE ~ 24.83 .a~ 838.000 0.0050 13218 12.08 2. '/02 0.00 0.000
Interconnected Channel and Pond Routing Model (lCPR) ~2002.Streamlil1e Technologies, Inc.
Page 1 of I