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Fort Walton Beach Council agenda — 02-26-13--regular — reading text
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Note: Baain 1 - Post Star US: Onaite
Name Basin 1- Post
Type: SCS cool Nydiograph Ca
Grcup: BASE
unit Hydiograph: M256 Peaking Factor: 256. 0
is File: Scsiii Storm enxation( hrs): 29. 00
Aainf all Amewt( in): 11. 000 Time of Conc( minl: 10. 00
1. 030 Time Shiftlhisl: 0. 00
CurveNumb": 73. 00 Max Allowable Q( Cfs): 999999. 000
BCIA( :): B. 00
NodC Basin 1- Pie Status: Onsi' e
an0: Basin 1- Pie
r oup: BASe
Type: BCS Unit Hydiograph CN
Unit Nydregraph: uh256 Peaking Factor: 256. 0
Rainfall File: Scbill Storm no is t ion( hra): 24. 00
Afall
afn Amount( in): 11. 000 Time of CO C
Area( acl: 1. 930 Time Shift @i91:
Cows Nssmbor: 60. 00 Max Allowable Q( cf s): 999599. 000
DClA( t): 0. 00
Nodes
Name: Baain 1- real Base Flow( efa): 0. 000 Init Bt age ( f Cl: 15_ 000
warn sca qe ( f c 10. c00
3roop: BASB
Type: Stage / Area
State( ft) Axea( ac)
Is. coB a. Ca S1
16. 000 O. O
it .000 0. 095BB 5
1B. c0o c. 1112
Name: Baain 1- pre Base Flow( cfa): 0. 000 Init Scage(£ t :1S. 000
Narn Stage(£ t): 10. 000
Group: BASS
Tyoe: Time / Stage
Tlme( h1e) 9tagelft)
0. 00 1B. BPn
999. 00 18. 00G
Base low ( cf ¢1: 0. 000 lnit stage( fcl: 15. BOo
Name: Boundary 1
Na in Stage lf[ 1: 10. 000
Group: BASE
Type: Time / Stage
rme( hra) Srage( fU
P.. 15. 000
999. 00 ls. c00
Name: Neii St. Node: Basin 1- Foal
Group: BASE To Node: Bowtlary 1
P1ov: Both cleat: 1
Type: Vertical: is Be . met Fy: HCCtangolat
Spin ( inl: 30 Be
is e( inl: 9. 60
Iirvext( ft): 19. 200
ont rot Blevat' On( ft) : 17. 200
TAHLB
Bottom clfp=) : 0. 000
Top clip (im
Page I of 4
Interconnected Channel and Pond Routing Model ( ICPR) 02002 Streamline Technologies Inc.
leld umslnlp9nS 4ewpalN : L61Z) uoisinip9nS 4eu1poIN - ueld luawa6euep4 la3eMwlolS :luawyoelly -- r
aa
Neir Oischaige Coef: 3. 200 Yu
Or' fire Dia chax9e Coef: 0. 600 a
a -' ______ ____
eicola[ ion Links ___ -_ -'
Name:
Group:
Pert
BASE
1 Iran Node:
To NOde:
Sas in 1-
ernandary 1
Posc
Count:
Flow Both
Soff ate Area Option Use tat Faint in Stage /Area Table
ve cal Flow Termination He ii zoncal Flow A19ox ithm
Pec im e[ Et 1( fl) : 992. 000
tA,.' fer sass elav (ect
r Table Elev( fc) I1, DDo
lR Perimeter
Perimeter
2( 10:
l( ft):
rs25. ODo
lW` 0
O. o00
10. 110 Diecanae 1 to i(ft) : 50. 000
z• Coact civicy( ft /day)
Ulstance 2 to I( fc): 2s0. 000
er conductivity (ft /day) 19. 200
V Effective Poiosity( dec) 0.
4
329
190
Num Celle
Num Cells
1
2
t0
to 3:
2: s
25
S, iciion Heae( SN
coyer mniaireaa (f c) 000
Rvdxology simn lac ions
Fare 25YROIER
Filename: G: \ 2012 \ 12112020 seIrlass Ri11 \ Design \Ca l co lae ion s \ 025y001 h -R12
Override Def ac lC S: Yes
At oxm Dui al i On( hrs): 1. 00
Fair fall File: FdoCl
Rainfall Amn snC ( Lnl: 1.' 1
Ilme( hxs) Print Inc( min)
2 O