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Fort Walton Beach Council agenda — 02-26-13--regular — reading text
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s. DO
Name: 25YR02HR
Filename: G: \ 2012 \ 12112020 SpyglaSS Hill \Design \Cal Culations \025Y002H. R12
Override Defaults Yes
Ot. 1m DuxaC ion( hf.): 2. 00
Rainfall File: Faoc - 2
Rainfall AmOUn[ linl: 9. 00
11me( hrs) . c Lnc lmin)
4. 000 5. 00
N sme: 25YR04HR
Fr e a me: 3: \ 2012 \ 12112020 spyglass Nil l \Des ign \Ca lcu lot icns \025Y004H. R32
Override Defaults: Y
so im n rationlhral: 4e 0D
Rainfall File: Fdct - 4
Rainfall Amounc( in). 6. 00
Timelhrs) Print Inc( mia)
6. 000 5. 0D
Ram e. 25YROSHR
File are: G: \ 2012 \ 12112020 Spyglass Hill\ Design \Calculations \ 025YIOlF All
Defanlca: Y
Dnraclon( hrs): ae Do
Rainfall File: FdOCB
Rainfall Aarant( in): 9. 52
Time( hrs) Print Inc lml n)
12. 000 5. 00
Name: 25YR24HR
Filers— G: \ 2012 \ 12112020 Spygla9s H1ll\ Oe51gn \ Ca1CUlacions \ 025y024R. R32
Override Defaults: Yew
St arm Ouxa ti On lhrs): 24. 00
Page 2 of 4
Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc.
leld uo!s!n! pgnS 4eu! PaW : L61Z) uo!s!n!pgnS 4eu! P0W - ueld Iuaw06euuW lalevltulolS :Iuaw43elly Nr
a
a
Y
Rainfall File: Fdot - 29
Rainfall Amcant( in): torso aUA
time (hr.) Print wc( min)
Pouting Simulations
Name: 25YROIHR Hydrology Sim: 25YR01HR
1H. 132
Filename: G: \ 2012 \ 12112020 Spyglass H£ 11 \ Cesign \ Calcu1ations \""-
Yes Restart: No Pa [ C h: No
Alternative: No
Oe11. z Factor. 0. 00500
Max Celia Z( ft): 1. 00
time Step ppc imi ae r: 10. 000
C carf Ti me ( C '. I Y Itt
End Time (hre): 60. 00
MIV Ce lc T me sec): 0. 2500 Max 1. lc Time( ae. 1: 6C . 0000
Bw6dary Flcws:
BCUndary Stages:
Time( Nre) Print Inc( min)
999. 000 15. 00o
Ran
Group
Rate is
Nam 2SYS11. Hydrology Sim: 25YR02HA
Filename: G: \ 201 Y1... tt20 spye.... Hill \Ces ign \Calcu la[ iona \ 025yo02H - I] 2
Restart: No . atch: No
EXecate: Yes
Alternative: No
Max Oe Its Z(£ t). 1. 00 Celts 2 Fair.': 0. 00500
Time Step Optimize.: 30 . 001
End ? ime( hts): 60. 00
Starr Timelhra): 0. 000
Mln CdIt Time ( Par): 0. 2500 Max cal. IiW.' r): 60. 0000
90undary Stages: Boundary Fl.—
Tim. Print Inc lm i6
993. 000 15. 000
oup
RASE Yea
Name: 2, YR09HR Hydrology Sim: 25YR04HR
Filename: G: \ 2012 \ 12312 J20 Spyglass Hi11 \ Design \ Calculations \ 025y J09h. I32
Restart: No Patch: NO
Sxecuie: Yes
AEerna tI— No
X Rel is
Celt. 2 Fa.. w:: O. msOo
t eMEtep Gpiim£ ze r: 1J. 000
m ¢ care me coral, o. 0 o0 End TIM hra): 60. 00
v Cal' Time ( sect: 0. 2510 MaX Calc T me leecl: 60. 0000
unary F101-
Unite iy stages: ..
Tim. ( hr.) Print IRC( min)
999. 000 15. 000
Run
Group
ASE Yes
Name: 25YR08HP Hydrology Sim: 25YlISHR
Filename: G: \ 2012 \ 12112020 Spyglaaa Hill\ Psign \Calculat£ons \ 025y008h. 132
Res Tart: NO Patch: No
EX2c1e: Yea
Page 3 of 4
Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc.
leld uaslAipgnS geulpaW : L6LZ) uolSlAlpgnS geulpaW' ueld luawa6euepl lalemwjo1S : luawg3el1V Mr
r, a
Alternative: No
Max ee lca z([ cl: 1. 00
Celt. z Faccor: .. UO 00 auN
Time Stop opt i. i aev: 10. 000
End Time( hrs): 60. 00
Start Time @rsl: OA00
Xin Cale Time(.. 0. 2500 Max Cale Time( sec): 60. 0000
eound., Flows:
eounda[ y Rta...
ges
Time ( hrs) Print inc( min)
959. 000 15. 000
Group Run
BASE
Name: 35124HR Hydrology Sim: 25YR24HR
Filename: C \ 2012 \ 13113020 Spygldss Hill \CSSign \ C SlculdCions \ J35y034h. i32
Exeeute: Yes R2 SCa r[: NO Parch: No
Alternative: No
Eeita E Faol— 0. 00500
Max oelta E( ft;! l. DO
Time Step apl i.... r: 10. 000
S[ art Time ( hrs): 0. 000 red Time lhlS) 60. 00
Max Cats Ti —( a—): 6J . 0000
Min Ca 1c Tim 51 . 0. 3500
Boundary Btages: eounddry Flows:
Time( h—) Print lm( min)
559. 000 15. 000
Group Run
eASH Co.
Page 4 of 4
Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc.
lead uaSiAipgnS geuipaW : LW) uoiSiAlpgnS geulpeW - ueld ) uawa6eueyl aalemwJolS : luawgaelltl n
a
Simulation Basin Group i. e Max Pl— Max Volume in
Vol 3
Y
his Ccs
8739 a
BaSE 0. 71 9. 45 1. 316
25YR01XR BBSin 1 Pore 9119
BASE
Be O. 78 2. 23 0. 620
2HR Basin 1 Pre 14110
BASE 0. 97 4. 55 2. 124
2S1YR02YR R Basin 1 Pon'
0. 07 2. 36 1. 186
25YR0la2HR
25YROR
Basin 1
Hasin 1
P[ 9
Pore
