HomeMy WebLinkAbout1.02 Stormwater Detention Plan (cont.)25
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Type- -..
Name....
pile. . . .
Tit1e...
Hyc nir
HYG file
fR-55 Tabular Hyd.TotalLADP4 Tag:
. \sample\LADP4. ppk
HTSTORIC
= .\sample\
= LADP4.HYG
Page 1.05
LADP4 25
TR-55 TABULAR HI'DROGRAPH METHOD
rYPE rI Di.stribution25yr, 24hr Rainf'a1l- Depth = 2.2O in
COII{POSITE OUTI'ALL HYDROGRAPH
F'low(cfs)
l-8.6
18.7
L8.8
18.9
19 .0
19.1
L9 .2
L9. 3
L9 .4
l_9.5
19.6
L9.7
1_9.8
]-9.9
20. o
20.a
20.2
20.3
20.4
20. 5
20.6
20.7
20. B
20.9
2L.O
2t.L
2L .2
2L.3
2L.4
2L.5
2L.6
2L.7
2L .8
2L,9
22.O
22.L
22 .2
22 .3
S/N: H0M0L0102006 SCHI{UESER GoRDoN MEYER
Pond Pack Ver: LO-9-97 :055 Compute Time: 09:1-5:16 ttate: 04-04-l-998
Tirne
(hrs )
Flow(cfs)Time
(hrs )
22.4
22.5
22 .6
22.7
22 .8
22.9
23.O
23.L
23.2
23.3
23 .4
23.5
23.6
23.7
23.8
23.9
24.O
24.L
24 .2
24 .3
24.4
24.5
24 .6
24.7
24 .8
24.9
25.O
25.L
25 .2
25.3
25 .4
25.5
25 .6
25.7
25.8
25.9
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Type.... TR-55 Tabular Hyd.Input Data. Fage 1.06
I uiire.. .. LADP4 rag: 1oo
Fi1e. . . . .\sarnple\LADP4.ppk
I Tit1e... HISTORIC
I HYG Dir = .\sample\I HYG fiIC : LADP4.HYG LADP4 1OO
I rR-s5 TABULAR HY'DRocRAPH METHoDr TYPE rr Di.stribution
J.OOyr, 24ltr Rairrfall Depth = 2.4O in
I rotal o'"'nl.fl'3i33i.i!;I': ?ir',:?3"', sq ' mi '
Subarea AREA CN Tc 't Tt Precip.Description (acres) (hrsr) (hrs) (in)Runoff la/p(in) input/used
DP4. I 203.900 75.O .75CrO .1000 2.40 I . Sg I.28 .28DP4.2 232.7OO 75.O .50Cr0 .0000 2.4O I .59 I.28 .28
* Travel time from subarea outfall to composite watershed ourtfall point,
- I Subarea where user specified interpolation between Ta/p tables.I
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fnput Values Rounderd Values Ta/pSubarea Tc * Tt Tc * Tt fnterpolatecL Ia/pDescripti.on (hrs) (hrs) (hrs) (hrs) (YeslNo) Messages
,P4.l"
'P4.2
.6935 .l,600 .75 , LO Yes
.5325 .0000 ,50 .00 Yes
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* Travel tirne fron subarea outfall to c:omposite watershed ourtfall point.
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I s/N: HouoloLozooa scHI.ruESER GoRDoN MEvER
I Pond Pack Ver: LA-9-97 :055 Conpute Time: 09:15: i-6 Ilate: 04-O4-1998
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Type.... TR-55 Tabular Hyd.Peaks
Name.. . . LADP4 Tag: t-00
File. . . . .\salnple\LADP4.ppkTit1e... HISIORIC
HyG Dir = .\sample\
HYG file = LADP4.HYG LADP4 Loo
Page l.O7
TR-55 TABULAR H]'DROGRAPH METHOD
TYPE II Di,stribution1o0yr, 24hr Rainfall Depth = 2.4O in
Subarea
DP4. r.
DPA.2
Conposite Watershed
S,ZN: HOUOLO1O2006 SCHMUESER
Pond Pack Ver: LO-9-97 :055
Peak Discharge at Time to Peak at
Conposit:e outfall Conposite OutfalI('cfs) (hrs)
L2.8
L2.5
L27 L2.6
GORDON MEYER
Compute Time:09: l-5:16 Date: 04-04-1998
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Type. . . . TR-55 Tabul-ar Hyd. Summary Page 1 . 08Name.... LADP4 Tag: :tOO
File. . . . .\sample\LADP4.ppkTitle... HISTORIC
HyG Dir = .\sample\
HYG file = LADP4.HYG LADP4 1"oO
TR-55 TABULAR HYDROGRAPH IIIETHOD
TYPE rI D:Lstribution10oyr, 24hr Rainfall Depth = 2.4O in
Composite Hydrog::aph Summary (cfs)
Subarea
Description 1l_.0 l_1.3hr hr
L1_.6 1L.9 L2.O
hr hr hr
L2.L
hr
t2.2
hr
L2.3 L2.4hr hr
L6
95
7
7L
3
37
L
4
0L11 1-
t-4Bxl:l o
0
0
0
Jotar
(cfs)1LL7B4015
I Subarea
Description 12.5
hr
L2 .6
hr
L2.7
hr
L2.8
hr
13.0
hr
L3.2
hr
L3 .4
hr
L3.5 L3.8hr hr
19
15
24
L7
3L
20
42
25
57
34
63
51
57
64
45
82
30
96BIi:i
fotal
( cfs )L26 L27 L2L 114 91 67 344L5l_
I Subarea
Description 14. O
hr
14.3
hr
t4.6
hr
15.0
hr
15. 5
hr
r.6.0
hr
t-6.5
hr
L7.O L7.5hr hr
6
6
6
6
7
7
7
8
I
9
9
L0
11
10
1-6
L4
13
L2sri l
fotal
(cfs)30 192L25 L7 L2t2L415
1,.:::?;:i""18.0
hr
L9.0
hr
20.0
hr
22.O 26.Ohr hr
$li:1 5
6
5
5
0
o
3
4
4
5
t011
J".u'
(cfs)
S/N: H0MoL0L02oo6 SCHI{UESER
Pond Pack Ver: 10-9-97 :055
GORDON MEYER
Compute Time: 09:15:16t
I
Date: 04-04-l-998
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Type. -..
Name. . . .
rile....Tit1e...
Hyc oir
HYG file
TR-55 Tabular Hyd.TotalLADP4 Tag: 100
. \sanple\LADP4. ppk
HISTORIC
= .\sample\
= LADP4.HYG LADP4 1OO
Page l-.09
Flow(cfs)
20
20
1.9
19
18
18
L7
L7
17
16
16
15
15
L5
15
14
L4
L4
L4
13
L3
12
L2
L2
L2
L2
L2
t2
L2
L2
1_L
1l-
LL
L1_
tl-
LL
l_L
10
Date: 04-04-1998
TR-55 TABULAR HY'DROGRAPH METHOD
TYPE If Di.stributionL00yr, 24hr Rainfall Depth = 2.4O in
COMPOSITE OUTT'ALL HYDROGRAPH
Time
(hrs )
FIow(cfs)Time
(hrs )
Ll_.0
11.1
LL.2
1l_.3
1)_.4
11.. s
L]-.6
LL.7
Lt .I
1L.9
L2.O
1,2 .1_
L2.2
L2.3
L2 .4
L2.5
1-2 .6
L2.7
L2.8
L2.9
13.0
l_3. L
t3.2
13.3
L3.4
13.5
13.6
L3.7
L3. B
1_3.9
1_4.0
t4.L
L4 .2
14.3
]-4.4
1 4.5
L4 ,6
14.7
o
0
o
0
0I
L
1
2
2
5
r_5
40
78
r- 1- l-
L26
L27
L2L
Lt4
LO2
91_
79
67
59
5l_
46
4L
38
34
32
30
28
27
25
24
22
2t
20
L4.8
L4.9
15. O
15.1
L5.2
L5. 3
l_5.4
15,5
15.6
L5.7
L5.8
1 5.9
16. O
15. L
L6.2
16.3
1,6.4
15.5
L6.6
L6.7
l-6.8
L6,9
L7.O
L7.L
L7.2
L7.3
L7 .4
L7.5
L7 .6
L7.7
L7.8
1,7.9
1_8. O
l-8,1
L8.2
18.3
18.4
18.5
S/N: H0M0LOL02OO6 SCHI,IUESER GORDON MEYER
Pond Pack Ver: LO-9-97 :055 Compute Time: 09:15:16
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Type. . - -
Name. . . .
File. . . .
TitIe. . .
HYG DiT
HYG file
fR-55 Tabular Hyd.TotalLADP4 Tag: 1.00
. \sample\LADP4 . ppk
HISTORIC
= .\sample\
= LADP4.HYG I"ADP4 L00
Page L.LO
Flow(cfs)
6
6
6
6
6
5
5
5
5
5
5
4
4
4
4
4
4
3
3
3
3
3
2
2
2
2
2
2
l_
t_
L
1
t_
1
0
0
TR-55 TABULAR H}IDROGRAPH METHOD
TYPE II Di.stributionL0oyr, 24hr Rairrfall DePth = 2.4O
COMPOSTTE OUTIIALL HYDROGRAPH
Tirne(hrs)FIow(cfs)Time(hrs)
1-8.6
L8.7
1_8.8
18.9
L9. O
19.1
L9.2
l_9.3
L9.4
L9.5
19.6
L9.7
19.8
L9.9
20.o
20.L
20.2
20.3
20.4
20.5
20.6
20.7
20.8
20.9
21". o
2L.L
2L.2
2L .3
2t.42t.5
21.6
2L.7
2L.A
2L.9
22.O
22.r
22.2
22.3
10
L0
10
10
L0
to
Lo
l_0
10
L0
9
9
9
9
9
9
9
9
9
I
8
8
8
B
8
I
8
B
8
I
7
7
7
7
7
7
7
6
22.4
22.5
22.6
22.7
22.8
22.9
23.A
23.L
23.2
23.3
23 .4
23.5
23.6
23.7
23 .8
23.9
24.O
24.L
24.2
24.3
24.4
24.5
24.6
24.7
24.8
24.9
25.0
25.L
25 .2
25,3
25 .4
25.5
25 .6
25.7
25.8
25.9
S/N: H0M0L0102006 SCHMUESER GORDON MEYER
Pond Pack Ver: LO-9-97 : O55 Compute 'Iime : 09 : L5 : 1-5 Date: O4-04-1998
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Dete,ntion)
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Job File: . \sarnPle\LADPL-D. PPK
Rain Dir: .\util\
:=:=::::::
JOB TITLE:::=:=::=:::==:::::::=::::
LOS AI{IGOS
PRELIMINARY PLAN
1r"r"* PorNr #t
POST-DEVELOPIT{ENT
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S,ZN: HOMOLO1O2006 SCHMUESER GORDON MEYER
pond pac]< Ver: LO-g-g7 :055 Compu.te Time z L7: O2 : 36 Date: 04-03-l-998
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:l
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of Contents
Table of Contents
************************ WARNING MSG ***********************
WARNING WARNING MESSAGES 1..01
******************** TR-55 CALCULATIONS ********************
HOMOLO].O2006 SCHMUESER GORDON MEYER
Pack Ver: LO-9-97 :055 Compute fime'. L7 zo2z36
DPl-.].... 25
TR-55
TR-55
TR-55
TR-55
DP1.l-.... LOO
TR-55
TR-55
TR-55
TR-55
Tabular Hyd.Input Data 2.OL
Tabular Hyd.Peaks 2.Oz
Tabular Hyd.Summary 2.O3
Tabular Hyd.Tota1 2.O4
Tabular Hyd.fnput Data 2.06
Tabular Hyd.Peaks 2.O7
Tabular Hyd.SummarY 2.Og
Tabular Hyd.Total 2.O9
Date: 04-03-1998
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Type. . . . WARNING MESSAGESNane.... WARNING
File. . . . .\sanple\LADPL-D.PPK
WARNING: Drainage areas of two or more subareas
differ by a factor of 5 or greater.
Check output for: TR-55 Tabular Hyd.Input Data
WARNING: Drainage areas of two or more subareas
differ by a factor of 5 or greater.
Check output for: fR-55 Tabular Hyd.Input Data
WARNING: Hydrograph truncated on l-eft side.
Check HYG table printed for: DPI-.1 100
DP1.1 25
DPI_.l_ 100
Page 1.01
S/N: HOM0L0102006 SCHMUESER GORDON MEYER
Pond Pack Ver: 1,0-9-97 :055 Compute Tirnez L7z02z36 Date: 04-03-1998
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Type.... TR-55 Tabular Hyd.Input Data Page 2.O),
I uiine.... DP1.L Tag: 25I
File. . . . .\sanple\LADPL-D.PPK
I HYG Dir = .\sample\
I HYG file = LADPL-D.HYG LADPI,-D 25
I rR-55 ITBHH Hl3ff:ffilt"f',*oo
25yr, 24ttr Rainfatt Depth = 2-2o in
I Total Area = 203.640 acres or -31-8188 sq.mi.
I Peak Discharge - 66 cfs
WARNfNG: Drainage areas of two or more subareas
I
differ bY a factor of 5 or greater.
I Subarea AREA cN Tc * Tt PreciP.I Description (acres) (hrs) (hrs) (in)Runoff la/p(in) input/used
I 331: i L77.2OO 75.s .5OOO .1OOO 2.2O I .SZ T-29 .29
26.44O 75.L .4000 .0000 2.2o I .49 r. 30 - 30
r * Travel tine from subarea outfall to composite watershed outfall point.
I r Subarea where user specified i.nterpolation between Ia/p tables.
I
I Input Va1ues Rounded Values la/p
I Subarea Tc * Tt Tc * Tt Interpolated Ta/p
-Description (hrs) (hrs) (hrs) (hrs) (Yes,/No) Messages
kl:l .5900 .0520 .50 .l-0 Yes
.42OO .0000 .40 .00 Yes
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* Travel time from subarea outfall to composite watershed outfall point.
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I S/N: HoMol-olo2oo6 scHMUESER GoRDoN MEYER
I Pond Pack Ver: lO-9-97 :055 Compute Timez L7:02236 Date: 04-03-1-998
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Type....
Name....
File. . . .
HYG DiT
HYG file
TR-55 Tabular Hyd.Peaks
DP1 .l_Tag: 25
. \sample\LADP1-D. PPK: .\sample\
= LADPI--D.HYG LADPI-D 25
DP1.1
DPt-.2
Conposite Watershed
TR-55 TABULAR HYDROGRAPH METHOD
TYPE fI Distribution
25yr, 24hr Rainfall Depth = 2.2O in
Subarea
Peak Discharge at Time to Peak at
Cornposite Outfall Composite Outfall-(cfs) (hrs)
L2 .6
L2.3
L2.6
Page 2.O2
60
t_0
66
I iix;HOMOLO]-O2006 SCHMUESER
Pack Ver: LO-9-97 :055
GORDON MEYER
Conpute Time:
I
L7 z02:36 Date: 04-03-1998
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Type....
Name....
rile. . . .
HYG DiT
HYG file
TR-55 Tabular Hyd.Summary
DPt.1 Tag: 25
. \sample\LADPI- -D . PPK= .\sample\: LADPI-D.HYG LADPL-D 25
Page 2.O3
TR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distribution25yr, 24l:rr Rainfall Depth : 2.2O in
Composit,e Hydrograph Summary (cfs)
1,":::i;;?""1l-.0 L1_.3hr hr
Ll_.6 11_.9 L2.O
hr hr hr
L2.L
hr
L2.2
hr
L2.3 L2.4hr hr
37
l_0
19
10
7
6
2
2
0000o
0
t_
1-
0
0$
Pl_.1
PL.2
Total (cfs)
T
472913
1,.:::i;;?".
]-2.5
hr
L2 .6
hr
L2.7
hr
t2 .8
hr
13.0
hr
L3.2
hr
L3 .4
hr
13.6 L3.8hr hr
DPL.1 50
6
54
I
56
5
47
4
31
3
2L
2
l-6
2
13
L
1L
t_l P1,.2
Tota1 (cfs)
t
62 345L6166 23 L2L418
Subarea
Description
1-4.0
hr
L4.3
hr
L4 .6
hr
1-5. O
hr
15.5
hr
L6. o
hr
L6.5
hr
L7 .O t7.5hr hr
4
t_
5
L
5
1
6
1
5
l_
7
1
()
1.
9
L
t0
t
DP
t:1_. L
L.2
fotal (cfs)
t
1_O1l_
D:!:iir!i::
18.o
hr
1-9.0
hr
20.o
hr
22.O 26.O
hr hr
0
0
3
0
J
0
4
1
4
l"
1.1
L.2
DP
t:Total
T
(cfs)
S/N: HOMoLol-o2006 SCHMUESER
Pond Pack Ver: LO-9-97 :055
GORDON MEYER
Compute Time z t7:,02236I
I
Date: 04-03-1998
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Type-.. -
Name....
rile. . . .
HYG DiT
HYG file
TR-55 Tabular Hyd.fotalDPI-.I Iag: 25
. \sample\LADP1-D. PPK
= .\sample\: LADPI--D. HYG LADPL-D 25
TR-55 TABULAR HYDROGRAPH METHOD
TYPE If Distribution25yr, 24hr Rainfall Depth = 2.2o
COMPOSITE OUTFALL HYDROGRAPH
Page 2.O4
Flow(cfs)Tirne
(hrs )
Flow(cfs)Tine
(hrs)
L1.0
l-l-.1_
LL.2
]_L.3
LL.4
11.5
1L.6
LL.7
L]_.B
L1_.9
L2.O
L2.L
L2.2
L2.3
L2.4
]-2.5
t2.6
L2.7
L2.8
L2.9
13 .0
13.1
L3.2
13.3
L3 .4
l-3.5
l-3.6
L3.7
13.8
l-3.9
14.0
L4.L
L4.2
14. 3
L4.4
14.5
14 .6
L4.7
0
o
o
0
0
o
o
o
0
o
2
4
L3
29
47
62
66
6t
51
42
34
28
23
20
L8
L6
L4
t-3
L2
L2
LL
L1
L0
10
l_0
9
9
9
1 4.8
t4.9
l_5.0
15. 1
L5.2
15.3
L5.4
r_5.5
L5.6
L5.7
15. I
l_5.9
16.0
16.1
L6.2
16. 3
1,6.4
L6.5
1,6 .6
L6.7
16.8
t6.9
L7.O
t7.L
L7.2
L7.3
L7 .4
L7.5
L7.6
L7.7
L7 .8
L7.9
t_8.0
L8. L
t8 .2
18. 3
18.4
L8.5
L7:02:36I i#;
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Pack Ver: LO-9-97 :055 Compute fime:Date: 04-03-1998
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HYG file
TR-55 Tabular HYd.Total
DPI- . 3- Tag: 25
. \sample\LADPI--D . PPK: .\sample\: LADPI-D.HYG LADPL-D 25
Page 2.O5
TR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distribution
25yr, 24hr Rainfall DePth = 2.2O in
COMPOSITE OUTFALL HYDROGRAPH
Flow(cfs)
l_8.6
L8.7
18. B
18.9
19.0
19. l-
]-9.2
19.3
L9 .4
t-9.5
L9.6
L9.7
1_9.8
L9.9
20.o
20. r-
20.2
20.3
20 .4
20.5
20.6
20.7
20.8
20.9
2L.O
2L.1,
2L.2
2L.3
2L.4
21, .5
2L.6
2L.7
2L.8
2:l..9
22.O
22.L
22.2
22.3
S/N: H0MoLol-O2006 SCHMUESER GORDON MEYER
Pond Pack Ver: to'9-97 :055 Compute Time: L7:02236
Time
(hrs )
Time(hrs)
Flow(cfs)
22.4
22.5
22.6
22.7
22.8
22.9
23.O
23.L
23.2
23.3
23 .4
23.5
23.6
23.7
23.8
23.9
24.O
24.L
24.2
24.3
24.4
24.5
24.6
24.7
24.8
24.9
25.O
25.L
25.2
25.3
25.4
25.5
25 .6
25.7
25.8
25.9
3
3
3
2
2
2
2
2
2
2
2
2
2
2
2
2
2
t_
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Date: O4-03-l-998
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Type.... fR-55 Tabular Hyd.Input Data Page 2'06
I uiine.... DPl-.l rlg: LooI
Fi1e., . . .\sample\LADPI--D.PPK
I HyG Dir = .\sample\
I HYG file = LADPI--D.HYG LADPI--D 1oo
r rR-ss []BH"S 3l3i:?ffill"r'nooI 100yr, 24!tr Rainfall Depth : 2.4o in
I Total Area = 203.640 acres or .3L8L88 sq.ni.
t Peak Discharge = SL cfs
WARNING: Drainage areas of two or more subareas
I
differ bY a factor of 5 or greater.
I Subarea AREA CN rc * Tt precip. I Runoff la/p
I oescription (acres) (hrs) (hrs) (in) I ti") input/used
.63 r.26 .26
.60 T.28 .28r DPI-.I L77 .200 75.9 .5000 .1000 2.40
I oer.z 26.440 75.L .4ooo .oooo 2.4o
- * Travel time from subarea outfall to composite watershed outfall point.
I t Subarea where user specified interpolation between la/p tables.
I
I InPut Values Rounded Values Ia/P
I Subarea Tc * Tt Tc * Tt Interpolated la/p- Description (hrs) (hrs) (hrs) (hrs) (Yes/No) Messages
Hl:l .5900 .0520 .50 .10 Yes
.42OO .0000 .40 .00 Yes
t*
Travel time from subarea outfall to composite watershed outfall point.
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I s./N: Houot,olo2oo6 ScHMUESER GoRDoN MEyER
I ptna Pack Ver: LO-g-g7 :055 Compute Timet 17:02:36 Date: 04-03-1998
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Name....
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HYG DiT
HYG file
fR-55 Tabular Hyd.Peaks
DPL. l Tag: L00
. \sample\LADPL-D. PPK
= ,\sample\: LADPI--D.HYG LADPI-D 100
Page 2.A7
1n
L2.6
L2.3
L2 .6
TR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distribution
1-0oyr, 24hr Rainfall DePth : 2.4O
Subarea
Peak Discharge at Time to Peak at
Composite outfatl Conposite Outfall(cfs) (hrs)
I ;#;
DPl_.1
DPL.2
Composite Watershed
HOUOLOlO2OO6 SCHMUESER
Pack Ver: IO-9-97 :055
73
L2
GORDON MEYER
Compute Time:
I
17:O2:36 Date: O4-03-1998
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Name....
FiIe....
HYG DiT
HYG file
TR-55 Tabular Hyd.Summary
DPt_.l_Tag: l-00
. \sample\LADPI- -D . PPK: .\sample\
= LADPI-D.HYG LADPI--D 1"00
Page 2.08
TR-55 TABULAR HYDROGRAPH METHOD
TYPE fI DistributionL00yr, 24hr Rainfal.l Depth = 2.4O in
Composite Hydrograph Summary (cfs)
1,.:::?;;?""
11.0 11.3
hr hr
l_L. 6 1L.9hr hr
L2.O
hr
L2.I
hr
L2.2
hr
L2 .3 L2 .4
hr hr
30
L2
L4
I
5L
L2
6
3
3
1_
1
0
l-
0
1-200.1
.2
634222
DP].
Bl
Tot
T
ta (cfs)
k!:!i:!i::t2.5hr t2 .6hr L2.7
hr
L2.B
hr
r_3.0
hr
L3.2hr
L3 .4hr
1_3.6 1_3.8hr hr
55
5
36
3
25
2
l-5
2
t3
2
19
2
67
6
73I69
10
l_.1
L.2
DPl:Total (cfs)
t
79 6t)7381 L72L2739 L5
l_4.0
hr
L4.3
hr
L4.6
hr
15. O
hr
15.5
hr
16.0
hr
l_6.5
hr
L7.O L7.5
hr hr
5
1
5
t_
6
l-
6
1
7
t_
8
l-
9
t-
10
l-
11
l-
1.1
L.2
DP
t:Total (cfs)l_1L2 10
t
I Subarea
Description
18.0
hr
19. O
hr
20.o
hr
22.4
hr
26.O
hr
DPL.1 5 4
11
4
1
0
o
3
oJI13Total (cfs) 6 5
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I s/N: HoMor.oi-o2ao6 ScHMUESERf Pond Pack Ver: LO-9-97 :055
I
GORDON MEYER
Compute Time:. L7 z02z36 Date: 04-03-1998
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Name. . . .
File....
HYG DiT
HYG file
TR-55 Tabular Hyd.Total
DPL . l- Tag: l-OO
. \sample\LADPI- -D . PPK: .\sample\
= LADPI--D.HYG LADPI--D 100
Page 2.O9
TR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distribution
L00yr, 24hr Rainfall DePth : 2.4o in
COMPOSTTE OUTFALL HYDROGRAPH
WARNING: Hydrograph truncated on left side.
Time
(hrs )
1r..0
LL.1
LL.2
l_1". 3
1-1.4
l_1-.5
LL.6
LL.7
l-1.8
1_1.9
L2.O
L2.t
t2.2
L2.3
L2.4
L2.5
L2.6
l.2.7
L2.8
L2.9
L3. O
L3. t-
L3.2
1_3.3
L3 .4
L3 .5
l_3.6
43.7
13.8
1-3.9
L4.O
L4.l_
L4.2
L4.3
),4.4
14.5
1,4 .6
L4.7
S/N: H0M0L0l-o2006
Flow(cfs)
1_
1
1_
L
t_
l_
L
L
2
2
4
9
22
42
63
79
8L
73
60
49
39
33
27
24
2L
19
L7
L6
1_5
L4
L2
L2
1L
L1
1L
L0
l_0
t_0
SCHI,TUESER GORDON MEYER
Time
(hrs )
Flow(cfs)
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T
t
I
14. B
L4.9
1_5. O
L5.1
L5.2
L5. 3
L5.4
15.5
15.6
L5.7
15.8
15.9
16.0
L6.1
1,6 .2
16.3
L6.4
16.5
L6 .6
L6.7
16.8
l_6.9
L7 .O
L7.L
L7 .2
L7.3
L7 .4
L7.5
L7 .6
L7.7
]-7.8
L7.9
18. O
18.l_
t-8.2
l-8. 3
LB.4
l_8.5
9
9
9
9
9
8
8
8
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7
7
7
7
7
7
7
7
7
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
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Type...'
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rile. . . .I fi13 ?ir.
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fR-55 Tabular Hyd.Tota1
DPl-.l- Tag: L00
. \sanple\LADP1-D. PPK
= .\sample\
= LADPI-D.HYG LADPI--D l-00
Page 2. LO
TR-55 TABULAR HYDROGRAPH METHOD
TYPE If Distribution
looyr, 24lrr Rainfall DePth : 2.4o in
COMPOSITE OUTFALL HYDROGRAPH
Tirne(hrs)Flow(cfs)Time(hrs)
Flow(cfs)
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18.6
L8.7
18.8
r_8.9
r-9. o
19. L
L9.2
19. 3
L9.4
19.5
L9.6
L9.7
r_9.8
L9.9
20.o
20.1
20.2
20.3
20 .4
20.5
20.6
20.7
20.8
20.9
21.0
2L.L
2L.2
2t.3
2L.4
2L.5
2L.6
21.7
2L.B
2L.9
22.O
22.L
22.2
22.3
S,ZN: HOMOLO1O?OO6 SCHMUESER
Pond Pack Ver: L0-9-97 :055
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
4
4
4
4
4
4
4
4
4
4
4
3
3
3
3
3
3
3
3
GORDON MEYER
Compute Time:
22.4
22.5
22 .6
22.7
22.8
22.9
23.O
23.t
23 .2
23.3
23 .4
23.5
23 .6
23.7
23.8
23.9
24.O
24.L
24.2
24.3
24 .4
24.5
24 .6
24.7
24.4
24.9
25.O
25.L
25.2
25.3
25.4
25.5
25 .6
25.7
25.8
25.9
3
3
3
2
2
2
2
2
2
2
2
,)Z
2
2
2
2
2
1_
t-
l_
1
l-
1
l_
1
1
1
1
1
1
0
o
0
o
0
0
L7 z02z36 Date: 04-03-1998
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Appendix A
I Index of Starting Page Numbers for rD Names
I ;;:; Zr. . .- ,.o,., 2.o2 , 2.o3 , z.o4 ,I 2.06, 2.O7t 2.O8, 2.O9
I ;^*;,E.ll-ilo,
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I S/N: HOM0LO102OO6 SCHI,IUESER GORDON MEYER
I pona Pack Ver: LO-g-g7 :055 Compute Tinez L7202236
t
A-1
Date: 04-03-1998
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I Job File: .\sample\I"ADP2-D.ppkI Rain Dir: ,\util\
I ========il;=ffi;=:-======:
I Los AIr{rGos
PRELIMINARY PLAN
J"rr"* PorNr #z
DEVELOPED
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I s/N: HoM.Lor.o 2006 scHMUEsER GoRDoN ME,ER
Pond Pack Ver: LO-9-97 :055 Compute Time: l-B :42252 Date: 04-03-l-998
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Tab1e of Contents
Table of Contents
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TR-55 Tabular Hyd.Input Data L.01
TR-55 Tabular HYd.Peaks l.O2
TR-55 Tabular HYd.SummarY l-.03
TR-55 Tabular HYd.Total L-05
I LADP2-D r-oo
TR-55 Tabular HYd.InPut Data L-o7
TR-55 Tabular HYd.Peaks 1.08
TR-55 Tabular HYd.Summary l-.09
TR-55 Tabular Hyd.Total l-.l-l-
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I s/N: Hor{olor-o2oo6 ScHI'{UESER GoRDoN MEYER
I Pond Pack Ver: tO-9-97 :055 Compute Time: l-8233:44 Date: 04-03-L998
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- Type.... TR-55 Tabular Hyd.Input Data Page l-.01
I Name.... LADP2-D rag: 25
File. . . . .\sample\LADP2-D.ppkf Tit1e... DEVELOPED
t HYG Dir = . lsampie\
HYG file = LADP2-D.HYG LADP2-D 25
T TR-55 TABULAR HYDROGRAPH METHOD
25yr, IIil: i:'3i:ii'3:;ii": 2.2o in
t rotal o'".rl.i'3il3fl.lif: zir' ;?L"nn sq ' mi '
Subarea AREA cN Tc * Tt Precip. I Runoff la/p
Description (acres) (hrs) (hrs) (in) [ (in) input/used
DP2.1
13i3 3
t7L.400 75.7 .7500 . OOOO 2.20
1 95. BOO 75.O .5000 .5000 2.20
603.900 75.3 1.0000 .0000 2.20
.51 T.29 .29.48 r. 30 . 30.49 r.30 .30
I * Trave1 time from subarea outfall to composite watershed outfall point.
t I Subarea where user specified interpolation between Ta/p tables.
T
1
Input Values Rounded Values la/pSubarea Tc * Tt Tc * Tt Interpolated Ta/pDescription (hrs) (hrs) (hrs) (hrs) (YeslNo) Messages
Dnr. t .643s . o6eo .75 . oo Yes4pz.z .6088 .5ooo .50 . so YesDP2.3 . B8L4 .0OOo 1.00 .00 Yesa------
I * Travel time from subarea outfall to composite watershet * Travel time from subarea outfall to composite watershed outfall point.
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I s/N: HoMor,or.ozool scHMUEsER coRDoN MEvERI Pond Pack Ver: LO-9-97 :055 Compute Time: 18:33:44 Date: 04-03-l-998
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Type.... fR-55 Tabular Hyd.Peaks
I r.rlire.... LADPz-D Tag: 25I
File. . . . .\sample\LADP2-D.ppk
r Title... DEVELOPED
I HYG Dir : .\sample\
HYG file : LADP2-D.HYG LADP2-D 25
Page 7.O2
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TR-55 TABULAR HYDROGRAPH METHOD
TYPE If Distribution25yr, 24hr Rainfatl DePth = 2.2O in
Subarea
Peak Discharge at fime to Peak at
Composite outfall Composite outfall
(cfs)(hrs )
DP2.l-
DPz .2
DP2.3
48
50
135
L2.7
13. O
13.O
Composite Watershed 2L9 l-3. o
I s/N: HoMol0lo2oo6 ScHMUESER GoRDoN MEvER
t Pond Pack Ver: LO-9-97 :055 Compute Time: 18:33.44 Date: 04-03-1998
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Type. . . .
Name....
File. . . .Title...
HYG DiT
HYG file
TR-55 Tabular Hyd.Summary
LADP2-D Tag: 25
. \sample\LADP2-D. ppk
DEVELOPED: .\sanple\: LADP2-D.HYG LADP2-D 25
Page 1.03
TR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distributi-on25yr, 24}l.r Rainfall Depth : 2.2O in
Composite Hydrograph Summary (cfs)
Subarea
Description
l_L.0 t_l_.3hr hr
1,L.6 1l-.9 L2.O
hr hr hr
t2.L
hr
L2.2
hr
L2.3 L2.4hr hr
25
1_
38
L2
o
19
5
o
7
1
0
2
o
0
0
000000
0
o
o
0
o
o
Jtz^
DP2.3
G;;;;-,;;;;6431"L2
]-Subarea
Description
L2.5
hr
L2.6
hr
L2,7
h:::
72.8
hr
L3 .0
hr
]-3.2
hr
L3 .4
hr
13.6 13.8hr hr
f,;;.1
.2
.3
37
5
63
L5
24
66
l-9
33
82
45
13
90
48
25
LL2
45
37
L25
34
50
135
25
44
t-05
L2
18
54J::Totat (cfs)105 148 185 247 2L9 L74 134 10s 84
I
Subarea L4.0
hr
L4.3
hr
t4 "6hr
1-5. 0
hr
15.5
hr
16.0
hr
l-6.5
hr
L7.O L7.5hr hrJ3::::1!:::
4
5
L4
4
5
16
5
6
18
5
6
L9
6
7
22
7
I
25
8
9
3t
9
t_t
37
11
L4
45
DPz.l_
3i1
"
Jotal
(cfs)5770 293035404r3 2325
1,.:::?;i?""L8.0
hr
19.0
hr
20.0
hr
22.O 26.Ohr hr
JP2.1
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S/N: H0UOLO1O2O06 SCHMUESER
Pond Pack Ver: LO-9-97 :055
GORDON MEYER
Compute Time: 18:33:44 Date: 04-03-1998
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- Type.... TR-55 Tabular Hyd.Summary Page 1'o4
I Name.... LADP2-D Tag: 2s
File. . . . .\sample\LADP2-D.PPkI Title... DEVELOPED
t HYG Dir : .\sample\
HYG file = I"ADP2-D.HYG LADP2-D 25
I rR-55 TtBH"fr illl#:ffiltoI*"o'
25Yr, 24hr Rainfall DePth = 2-2O in
t
Composite Hydrograph Summary (cfs)l
t
Subarea l-8.0 19.0 20.0 22.O 26.0
Description hr hr hr hr hr
P2.2
P2.3
44430t4L2 l-1 90
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Jotar
( cf s ) 22 Le 1it] 15 o
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I s/N: HoMor.olo2oo6 scHMUEsER GoRDoN MEvERI Pond Pack Ver: LO-9-97 :055 Compute Time: 18233'.44 Date: 04-03-L998
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Type. . . .
Name....
File....Title. . .
HYG DiT
HYG fiIE
TR-55 Tabular HYd.Tota1
LADP2-D fag: 25
. \sample\LADP2-D. PPk
DEVELOPED
= .\sample\: LADP2-D.HYG LADP2-D 25
Page 1.05
TR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distribution
25yr, 24hr Rainfall DePth = 2.2O
COMPOSITE OUTFALL HYDROGRAPH
1n
Time(hrs)
Flow
(cfs)
Time
(hrs )
Flow
(cfs)
]-L.0
L1.1
TL.2
11.3
t-1.4
1L.5
LL.6
Lt.7
l_l-.8
Lt .9t2.o
L2.1,
L2.2
L2.3
L2.4
t2.5
L2.6
L2.7
L2.8
t2.9
13. O
L3.1
L3.2
l_3.3
13.4
r.3.5
13.6
L3.7
t_3.8
l-3.9
1 4.0
14.1
L4 .2
L4.3
L4.4
l-4.5
L4 .6
L4.7
o
0
0
o
0
o
o
0
o
o
o
3
L2
3l_
64
105
148
185
207
2L3
2]-9
L96
L74
154
L34
L20
L05
94
84
77
70
66
5t_
57
54
5L
48
46
14. B
t4.9
1_5.0
l_5.1
L5.2
l-5.3
15.4
15.5
15.6
L5.7
l-5.8
1_5.9
16. O
16. l-
L6.2
1_5. 3
L6.4
L6.5
L6.6
L6.7
16.8
L6. 9
L7.O
L7.L
]-7.2
L7.3
L7 .4
L7.5
L7.6
L7.7
17 .8
t7.9
L8. O
18.1ra.2
l-8.3
18.4
1_8.5
44
42
40
39
38
37
36
35
34
33
32
3L
30
30
30
29
29
29
28
27
27
26
25
25
24
24
23
23
23
23
22
22
22
22
21,
2t
2L
20
Date: O4-03-1998
S/N: H0M0L0102006 SCHMUESER GORDON MEYER
Pond Pack Ver: LO-9-97 :055 Compute Time: 18:33.44
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Type-...
Name. . . .
File. . . .
TitIe...
HYG DiT
HYG file
TR-55 Tabular Hyd.Total
LADP2-D Tag: 25
. \sample\LADP2-D. ppk
DEVELOPED
= .\sample\: LADP2-D.HYG LADP2-D 25
Page 1.06
F low(cfs)
t4
l-3
l-3
L2
L2
L2
1L
l_1
10
10
10
9
9
9
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3
2
2
2
1
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o
TR-55 TABULAR HYDROGRAPH I'IETHOD
TYPE II Distribution
25yr, 24ltr Rainfall DePth = 2.2O in
COMPOSITE OUTFALL HYDROGRAPH
Time
(hrs )
Flow(cfs)Tirne
(hrs )
18.6
L8.7
18.8
18.9
l_9. o
l-9. t"
L9 .2
1_9.3
L9 .4
L9. s
1 9.6
L9.7
L9.8
1,9.9
20. o
20.L
20.2
20.3
20 .4
20.5
20 .6
20.7
20.8
20.9
2]-.O
2L.L
2L.2
2L.3
2L.4
2L.5
2L .6
2L.7
2L.8
2L.9
22.O22.t
22.2
22.3
20
20
20
19
L9
L9
L9
19
l-9
18
t8
18
18
t_8
l_8
t_B
l-8
L8
L7
L7
L7
L7
L7
L7
L6
L6
t6
L6
L6
t6
t-6
t-5
15
15
15
15
1,4
L4
22.4
22.5
22.6
22.7
22 .8
22.9
23.O
23.L
23 .2
23.3
23 .4
23.5
23.6
23.7
23.8
23.9
24.O
24.L
24.2
24.3
24.4
24.5
24.6
24.7
24.8
24.9
25.O
25.L
25.2
25.3
25.4
25.5
25.6
25.7
25 .8
25.9
S/N: H0MOL0L02006 SCHMUESER GORDON MEYER
Pond Pack Ver: LO-9-97 :055 Compute Tine: 18:33244 Date: 04-03-l-998
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Type.... TR-55 Tabular Hyd.Input DataI uli,.. ... LADP2-D - rlq: 1oo
T File. . . . .\sample\LADP2-D.ppkr Tit1e... DEVELOPEDr f,lE ?ir" : ilBilll:)," LADP2-D i oo
Page L.O7
TR-55 TABULAR HYDROGRAPH METHOD
TYPE II Oistribution
1-O0yr, 24hr Rainfall DePth : 2.4O in
TotaI Area = 97L.1-00 acres or L.5L7344 sq.mi.
Peak Discharge : 273 cfs
t ------::::-lr::-:T:i:::::-y::1-::-::iI:::-Il3::::itt-::::-----Subarea AREA CN Tc * Tt Precip. I Runoff Ta/p
!oescription (acres) (hrs) (hrs) (in) I f it l input/used
]------
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DP2.1
13i3 3
r7L.400 75.7 .7500 . OOOO 2.40
1-95 . 800 75 .O . 5000 . 5000 2 .40
603.900 75.3 1.0000 .0000 2,40
.62 L.27 .27
.59 r.2B .28
. 6l_ I .27 .27
-* Travel time from subarea outfall to composite watershed outfall point.
It Subarea wher:e user specified interpolation between I,a/p tables.
I
r InPut Va1ues Rounded Values Ia/P
I Subarea Tc * Tt Tc * Tt Interpolated la/p
-Description (hrs) (hrs) (hrs) (hrs) (Yes/No) Messages
B:,'.:.6438 .0690 .75 . O0 Yes
.6088 .5000 .50 .50 Yes
.881-4 .0000 1.00 .00 YesI
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DP2.3
* Travel time from subarea outfall to composite watershed outfall point.
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I s/N: HoMolor-o2oo6 ScHMUESER GoRDoN MEvER
I Pond Pack Ver: LO-9-97 :055 Compute Time: l-8 i33?,44 Date: O4-03-1998
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L70
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Type. -..
Name. . . .
rile. . . .Title...
HYG Dir
HYG file
TR-55 Tabular Hyd.Peaks
LADP2-D Tag: 1OO
. \sample\LADP2-D. ppk
DEVELOPED
= .\sample\
= LADP2-D.HYG LADP2-D -LOO
Subarea
DP2.1_
DPz.2
DP2.3
Cornposite Watershed 273
Page 1.09
TR.55 TABULAR HYDROGRAPH METHOD
TYPE II Distribution
1-00yr, 24hr Rainfall DePth : 2.4O in
Peak Discharge at Time to Peak at
Conposite outfall Composite outfall
(cfs) (hrs)
L2.7
13.0
13.0
13.0
I ;#;HOMOLOl.O2OO6 SCHMUESER
Pack Ver: LO-9-97 :055
GORDON MEYER
Compute Tine: 18 233'.44
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Date: O4-03-1998
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Type. . . .
Name. . . .
File. . . .Tit1e...
HYG DiT
HYG file
TR-55 Tabular Hyd.Summary
LADP2-D Tag: 100
. \sample\LADP2-D. ppk
DEVELOPED
= .\sample\
= LADP2-D.HYG LADP2-D ICIO
Page 1.09
TR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distribution
10oyr, 24hr Rainfall DePth = 2.4O in
Composite Hydrograph Summary (cfs)
t Subarea
Description
t-L. o 1,L.3hr hr
l_l-.6 Ll-.9 L2.O
hr hr hr
t2.I
hr
L2.2
hr
L2.3 L2.4hr hr
32
4
55
7
L
L4
3
1-
6
L7
1
30
1l-0l-23
o
o
l-
L
t_
4
0
0
l-
P2.L
P2.2
P2.3
91_4822l_ootal (cfs)
B.
D
s
l Subarea
Descri-ption
L2.5
hr
1-2 .6
hr
L2.7
hr
L2.8
hr
13.0
hr
L3.2
hr
t3 .4
hr
L3.6 13.8
hr hr
s;;:;DPz.2
L8
28
8t
47
9
87
57
20
L20
59
34
L47
55
49
L63
4L
62
L70
30
54
L32
23
40
LO2
l_5
2L
66
c#,;;;;L43 L97 244 267 273 2L6 L65 L27 LO2
Subarea
Description
L4.0
hr
L4.3
hr
L4.6
hr
15. O
hr
15.5
hr
16. O
hr
16.5
hr
L7.O L7.5hr hr
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Dl
5
5
L7
5
6
t9
6
7
2t
6
7
23
7
B
26
I
9
30
9
t-L
37
t_L
L3
44
1-3
L7
55
P2.L
P2.2
P2.3
Total (cfs)
t
85 6B 4L4757 303436 27
I Subareascription
t-8. o
hr
19. O
hr
20.0
hr
22.O 26.Ohr hrt_3:
DP2t2.L
S/N: H0M0L0l-02006 SCHI,IUESER
Pond Pack Ver: LO-9-97 :055
GORDON MEYER
Compute Tirne: 18: 33244I
r
Date: 04-03-1998
-;
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fype.... TR-55 Tabular Hyd.Summary Page 1.10
f Name.... LADP2-D Tag: 100IFile. . . . .\sample\LADP2-D.ppkTitle... DEVELOPED
I HYG Dir : .\sampielr HYG file : LADP2-D.HYG LADP2-D 1oo
I rR-55 TABULAR HYDRocRAPH METHoD
I IYPE .tr Distribution
1o0yr, 24hr Rainfall DePth : 2.4O in
Cornposite Hyclrograph Summary (cfs)T
I Subarea 18.0 19.0 zo"a 22.o 26.0! oescription hr hr hr hr: hr
3i33 55430
L6 L5 L3 10 0
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fotal
(cfs) 25 24 2L 16 o
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I S/N: H0M0L0I-02OO6 SCHMUESER GORDON MEYER
I Pond Pack Ver: LO-9-97 :055 Compute Time: 18:33:44 Date: O4-03-1998
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Type.. -.
Name. . . .
File. . . .
TitIe...
HYG DiT
HYG file
TR-55 Tabular Hyd.TotalLADP2-D Tag: 100
. \sanple\LADP2-D. ppk
DEVELOPED
= .\sanple\: LADP2-D.HYG LADP2-D l-OO
Page L.1l-
TR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distribution
1-00yr, 24hr Rainfall DePth = 2.4O
COMPOSITE OUTFALL HYDROGRAPH
WARNING: Hydrograph truncated on left side.
Time
(hrs )
FIow
(cfs)
Time(hrs)
Flow(cfs)
t-1_. o
1L.1
LL.2
t-1.3
Lt .4
LL.5
t-l_.6
LL.7
r_1.8
1"1.9
L2.O
L2.L
L2.2
L2.3
L2.4
L2.5
L2.6
L2.7
L2.8
L2.9
13.0
13.1
L3.2
13.3
1_3.4
13.5
13.6
L3.7
13.8
t_3.9
14.0
1,4.L
L4 .2
L4.3
r4 .4
L4.5
L4 .6
L4.7
l-
1
L
l_
2
2
3
4
4
5
6
10
22
48
91-
L43
L97
240
267
270
273
244
2L6
190
t-65
L46
L27
LL4
LO2
93
B5
79
74
68
64
61
57
54
1 4.8
L4.9
t_5.0
15. l-
1,5 .2
15.3
L5 .4
L5. s
1_5.6
L5.7
t-5.8
1 5.9
16. O
16.1
L6 .2
t-6.3
1,6.4
16.5
L6.6
]-6.7
16.8
L6.9
17.0
L7.t
L7.2
L7.3
1,7 .4
L7.5
L7.6
L7.7
L7.B
L7.9
18.0
1_8.1
L8 .2
18.3
18.4
t-8.5
52
49
47
46
45
43
42
41_
4o
39
38
37
36
36
35
35
34
34
33
32
32
3r-
30
29
29
28
2A
27
27
27
26
26
26
26
26
25
25
25
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Type. - - -
Name....
.t']-l.e. . . .
Titl-e. . .
HYG DiT
HYG file
TR-55 Tabular Hyd.Total
LADP2-D Tag: 1OO
. \sample\LADP2-D. PPk
DEVELOPED
= .\sample\
= I"ADP2-D.HYG LADP2-D LOO
Page L.Lz
Flow(cfs)
14
L4
L4
r-3
13
t2
L2
L2
11
1L
t-0
L0
to
9
9I
8
8
7
7
6
6
6
5
5
4
4
4
3
3
2
2
2
t_
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rR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distribution
Looyr, 24hr Rainfall DePth = 2.4o
COMPOSITE OUTFALL HYDROGRAPH
1n
Time(hrs)FIow(cfs)Time
(hrs )
t_8.6
L8.7
18.8
18.9
1-9.0
L9.l-
L9.2
19,3
1_9.4
L9.5
L9.6
t9.7
t-9.8
L9.9
20.0
20.),
20 .2
2A.3
20.4
20.5
20 .6
20.7
20.8
20.9
2L.O
2L.L
2L.2
2L.3
2L.4
2),.5
2L.6
21_.7
2L.a
2L.9
22.O
22.t
22.2
22.3
25
25
24
24
24
24
23
23
23
22
22
22
22
2L
2L
2L
20
20
20
20
20
L9
19
t9
L8
L8
LB
18
1B
L7
t7
L7l6
16
15
L6
15
1_5
22.4
22.5
22.6
22.7
22.8
22.9
23.O
23.L
23.2
23.3
23.4
23.5
23.6
23.7
23.8
23.9
24.O
24.L
24.2
24.3
24 .4
24.5
24 .6
24.7
24 .8
24.9
25. O
25.L
25.2
25.3
25.4
25.5
25.6
25.7
25.8
25.9
S/N: H0M0L0L02006 SCHMUESER GORDON I'iEYER
Pond Pack Ver: LO-9-97 :055 Compute Time: LBz33z44 Date: 04-03-1998
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Appendix A A-1-
I rndex of starting Page Numbers for ID Names
- : _____
I LADP2-D 25. .. r. or- , !.o2, 1. 03 ,I l-.05 , L.o7, L .08, L.09, l- . LL
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f S/N: Hol,t0lol-02oo6 SCHMUESER GoRDoN MEYER
I Pond Pack Ver: LO-g-97 :055 Compute Tiure: L8:33244 Date: O4-O3-L998
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I Job File: .\sample\LADP3-D.ppk
I Rain Dir: .\util\
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I Los AMrcos
PRELI!,TINARY PLAN
tr*"r"* PorNr #t
DEVELOPED
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JOB TITLE
I srzN: HoM0Lo1o20o6
'.HMUESER
GoRDoN ME'ER
Pond Pack Ver: LO-9-97 :055 Compute Time: l-9249:59 Date: 04-03-1998
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Table of Contents
Tab1e of Contents
******************** TR-55 CALCULATIONS *********** *********I
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LADP3-D 25
TR-55
TR-55
TR.-55
TR-55
LADP3-D ].OO
TR-55
TR-55
TR-55
TR-55
S,ZN: HOII{OLOIO2006 SCHMUESER
Pond Pack Ver: LO-9-97 :055
Hyd. Input Data 1- .0L
Hyd. Peaks L.Oz
Hyd. Summary l-. 03Hyd.Total L.05
Hyd.Input Data L.O7
t_. 08
1.09
1.11
Tabular
Tabular
Tabular
Tabular
Tabular
Tabular
Tabular
Tabular
Hyd. Peaks
Hyd. Sunmary
Hyd. Total
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GORDON MEYER
Compute 'Iime: 19: 49 : 59 Date: O4-03-1998
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Type.... TR-55 Tabular Hyd.Input Data Page L.0L
I uiine.... LADP3-D - Tag: 25IFile. . . . .\sample\LADP3-D.ppk
I Title... DEVELOPED
I HYG Dir : .\sample\
HYG file = LADP3-D.HYG LADP3-D 25
I rR-55 TABULAR HYDRoGRAPH METHoDr TYPE rr Distribution25yr, 24hr Rainfall DePth = 2.2o in
t rotar o'"'rl.i'Bi33fl.lil": iir' z?.n" sq'ni'
Subarea AREA CN Tc * ft Precip, I Runoff la/p
Description (acres) (hrs) (hrs) (in) I (in) input/used
DP3. r.
I 313:3
83.l-20 75.6 .5000 .2000 2,20
10B.200 75.a . s000 .1000 2.20209.600 75.6 .7500 .0000 2.20
.51 r.29 .29.51 r.29 .29.51 I.29 .29
- * Travel time from subarea outfall to composite watershed outfall point.
I I Subarea where user specified interpoLation between la/p tables.
I
I fnput Values Rounded Values la/p
I Subarea Tc * Tt Tc * Tt fnterpolated la/p- Description (hrs) (hrs) (hrs) (hrs) (YeslNo) !{essages
P3 .1 .5385 . L6OO .50 .2O Yes
P3.2 .5560 .0880 .50 .1,0 Yes
DP3.3 .6936 . OOO0 .75 . OO Yesl
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* Travel time from subarea outfall to composite watershed outfall point.
t s/N: HoMol,olo2oo6 scHI'{UESER GoRDoN MEvERt Pond Pack Ver: )"0-9-97 :055 Cornpute tirne: L9:49:59 Date: 04-03-l-998
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Type.... TR-55 Tabular Hyd.Peaks Page L.Az
I Name.... LADP3-D Tag: 25
T file. . . . .\sarnple\LADP3-D.ppk. Tit1e... DEVELOPED
I HYG Dir = . r,sampiei
- HYG fi}C = LADP3-D.HYG LADP3.D 25
I rR-55 TABULAR HYDRoGRAPH METHoDt TYPE rr Distribution
25yt, 24hr Rainfall DePth = 2.2O in
Peak Discharge at Time to Peak at
Composite Outfall Composite OutfalI
Subarea (cfs)(hrs )
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DP3.1
DP3 .2
DP3.3
26
36
59
L2.6
1.2 .6
L2.7
Composite Watershed 1L9 t2.7
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I S/N: HoMoLol,02006 SCHMUESER GoRDoN MEYER
I Pond Pack Ver: LO-9-97 :055 Compute Time: l-9:49259 Date: O4-03-L998
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File.. ..title...
HYG Dir
HYG file
TR-55 Tabular Hyd.Summary
LADP3-D fag. 25
. \sanple\LADP3-D. ppk
DEVELOPED
= .\sanple\
= LADP3-D.HYG LADP3-D 25
Page 1.03
TR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distribution25yr, 24hr Rainfall Depth = 2.2o in
Composite Hydrograph Summary (cfs)
Subarea
Description
1_1_.0 l_l-.3hr hr
Ll_ .6 LL. 9 L2.0hr hr hr
L2.L
hr
L2.2
hr
L2 .3 L2.4hr hr
P3. L
P3.2
DP3 ,3
sil-i;;;;----------;------;------;------;----;------;----l;-----;;-----;;-
a------I subarea L2.5 L2.6 12.7 :-,2.8 13. O L3.2 L3.4 13.6 13.8Descriptionhr hr hr hr hr hr hr hr hr
o
L
2
o
o
1
0000oo
0
0
o
o
0
o
2
4
6
L3
22
30
6
1l_
L5
5
7
L5
5
I
18
2L
33
45
26
36
55
26
34
59
23
2A
55
L6
19
4L
11
L3
30
I
l_o
23
C;;:;
DP3.2
tii;i (cfs)99 LL7 119 l-06 76 54 4L 32 27
I
Subarea
Description
L4. o
hr
L4.3
hr
1-4,6
hr
15.0
hr
15.5
hr
16.0
hr
1_6.5
hr
L7.O L7 .5
hr hr
2
3
5
2
3
5
2
3
6
3
3
7
3
4
7
3
4I
4
4
9
4
5
L1
5
6
1,3
DP3.l_
ffi,i
j".., (cfs)24 20 10101113L4L5L7
I,.:::i;;?""l-8.0
hr
l_9.0
hr
20.o
hr
22.O 26.Ohr hr
J'P3
. i
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S/N: HOU0LO1O?0OG SCHMUESER
Pond Pack Ver: LO-9-97 :055
GORDON MEYER
Compute Time: 19;49259 Date: 04-03-1-998
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File. . . . .\sample\LADP3-D.ppk
I Title... DEVELOPED
I HYG Dir = . \saurple\
HYG file = LADP3-D.HYG LADP3-D 25
I tR-ss TABULAR HYDR..RAPH METH.D
z*yr, IIill ll'3i:fi'B:;il"= z.2a in
I Conposite Hydrograph Summary (cfs)
Subarea L8.0 l-9.0 20.0 22.o 26.0Description hr hr hr hr hr
HI::22220
54430
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e I 7 6 0
I S/N: HouoloLo2006 scHMUESER GoRDoN uEyERI Pond Pack Ver: lO-9-97 :055 Compute Tine: 19:49:59 Date: 04-03-L998
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Name....
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HYG file
fR-55 Tabular Hyd.TotalLADP3-D Tag: 25
. \sample\LADP3-D. ppk
DEVELOPED
= .\sample\: LADP3-D.HYG LADP3-D 25
Page 1.05
TR-55 TABULAR HYDROGRAPH METHOD
TYPE fI Distribution25yr, 24hr Rainfall Depth = Z.ZO
CO}IPOSITE OUTFALL HYDROGRAPH
Time
(hrs 1
Flow(cfs)Time(hrs )
Flow(cfs)
I s/N:
Pond
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HOMOLOIO2006 SCHMUESER GORDON MEYERPack Ver: LO-9-97 :055 Compute Time: t_9:49:59
LL.0
1l_. L
lL.2
1L.3
Lt .4
11_.5
r.1.6
LL.7
1l_.8
11 .9
L2.O
L2. t
1,2 .2
L2.3
t2.4
L2.5
L2 .6
L2.7
L2.8
L2.9
13.0
L3.l_
L3.2
1_3.3
L3.4
13.5
L3.6
L3.7
t_3. B
13.9
L4.O
L4.L
14 .2
L4 .3
L4 .4
14.5
t4 .6
L4.7
0
o
0
o
0
0
0
0
o
0
L
3
L2
32
65
99
LL7
r-L9
L06
9L
76
65
54
47
4L
37
32
30
27
26
24
23
2L
20
L9
L8
t7
16
L4. B
14.9
15. O
l-5. 1-
L5.2
15. 3
15.4
l-5.5
L5.5
L5.7
15.8
1"5. 9
16. O
16.1
t6.2
L5.3
L6-4
16.5
16.6
L6.7
L6.8
t6.9
t7.o
L7.L
L7.2
L7 .3
L7 .4
L7 .5
L7.6
L7.7
L7.A
17.9
L8.0
18.1_
L8.2
18,3
18.4
18.5
L6
1-6
l_5
L5
15
L4
L4
t4
L4
L4
13
13
13
L3
L2
L2
tL
11
L1
LL
L0
10
t_0
10
L0
10
L0
L0
L0
L0
9
9
9
9
9
9
9
B
Date:o4-0 3-1998
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Name. . . .
!'].Ie. . . .
TitIe...
HYG DiT
HYG file
fR-55 Tabular Hyd.TotalLADP3-D Tag: 25
. \sample\LADP3-D. ppk
DEVELOPED: .\sample\
= LADP3-D.HYG LADP3-D 25
Page 1-. 06
TR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distribution25yrt 24hr Rainfall Depth = 2.2O in
COMPOSITE OUTFALL HYDROGRAPH
Time(hrs)Flow(cfs)Time
(hrs )
FIow(cfs)
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6
6
GORDON MEYER
L8.6
L8.7
L8.8
L8.9
19.0
19.1
1,9 .2
L9.3
L9.4
L9.5
19.5
L9.7
I_9. I
Lg.g
20.o
20. L
20.2
20.3
20.4
20.5
20 .6
20,7
20.9
20.9
2L.O
2L.L
2L.2
2L.3
2L.4
2L. s
2L.6
2L.7
2L.B
2L.9
22.O
22,t
22.2
22.3
H0I'{0L01-02006 SCHMUESER
Pack Ver: tO-9-92 :055
22.4
22 .5
22 .6
22.7
22.8
22.9
23.0
23.L
23 .2
23.3
23 .4
23.5
23.6
23.7
23.8
23.9
24 .0
24.L
24 .2
24.3
24.4
24.5
24.6
24.7
24.8
24.9
25.O
25 -r
25.2
25.3
25.4
25 .5
25 .5
25.7
25.8
25.9
S/N:
Pond Conpute Time: 19:49259 Date: O4-O3-l-998
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. \sample\LADP3-D. ppk
DEVELOPED: .\sanple\
= LADP3-D.HYG LADP3-D 1-OO
TR-55 TABULAR HYDROGRAPH II,IETHOD
TYPE II Distribution
100Yr, 24hr Rainfall DePth = 2.4O in
Total Area = 400.92o acres or .626438 sq.mi.
Peak Discharge = L46 cfs
Page L.O7
Fi1e.. ..Tit1e...
HYG DiT
HYG file
I Subarea
Description
AREA CN
( acres )
Tc * Tt Precip. I(hrs) (hrs) (in) I
Runoff la/p(in) input/used
DP3 .1
!333 3
83.120 75.6L08.200 75.8209.600 75.6
.5000
.5000
.7500
.2000
. L000
. o000
2.40
2.40
2 .40
.62
.63
.62
t.27 .27t.27 .27r..27 .27
T;
Trave1 time from subarea outfall to composite watershed outfall point.
-- Subarea where user specified interpolation between la/p tables.
1
Subarea
Description
Input Values RoundedTc *Tt Tc(hrs) (hrs) (hrs)
Values Ta/p* Tt Interpolated(hrs) (Yes/No)
ta/p
Messages
lr
DP
J;
Yes
Yes
Yes
3.1
3.2
3.3
.5385
.5560
.6936
.1-600
.0880
. oo00
.50
.50
,75
.20
.10
.00
Travel time from subarea outfall to composite watershed outfall point.
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t
Date: 04-03-l-998
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Name. . . .
FiIe. . . .Title...
HYG Dir
HYG file
TR-55 Tabular Hyd.Peaks
LADP3-D Tag: 100
. \sample\LADP3-D. ppk
DEVELOPED
= .\sample\
= LADP3-D.HYG LADP3-D L00
Subarea
DP3.1-
DP3.2
DP3.3
TR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distribution
L0oyr, 24hr Rainfa1l Depth = 2.4O in
Page 1.08
L2.6
L2 .6
L2.7
L2.6
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Peak Discharge at Time to Peak at
Composite outfall Composite outfall(cfs) (hrs)
t i#;
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HOMOLO]-O2OO6 SCHMUESER
Pack Ver: LO-9-97 :055
32
45
73
L46
GORDON MEYER
Compute Time:19:49:59 Date:04-03-L998
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HYG DiT
HYG fiLe
fR-55 Tabular Hyd.SummaryLADP3-D Tag: 100
. \sample\LADP3-D. ppk
DEVELOPED: .\sample\
= LADP3-D.HYG LADP3-D l-OO
Page 1.09
TR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distribution
LOOyr, 24hr Rainfall Depth = 2.4O in
Conposite Hydrograph Summary (cfs)I Subarea
Description
11. O lt_. 3hr hr
LL.6 L1.9 L2.O
hr hr hr
L2.t
hr
L2.2
hr
L2.3 L2.4hr hr
L7
30
39
I
L7
2t
3
7
9
l_
3
3
1
1
2
0
1_
1
0
o
1_
o
o
1
o
0
0
P3.l_
P3.2
DP3.3
J;;;;-t;;;;864619
1------Subarea L2.5 L2.6 L2.7 L2.8 13 . O L3.2 L3.4 13.6 13.8hr hr hr hr hr hr hr hr hrDescription
J;;:;--:----27 32 32 28 20 131-086
DP3 .2 42 45
57 69
41" 34 22 l_5 L298
73 68 50 36 28 22 L8Jl3:1Tota1 (cfs)L26 L45 L46 l-30 92 64 50 39 32
t
Subarea
Description L4.0
hr
L4.3
hr
L4 .6
hr
15. O
hr
15.5
hr
L6. o
hr
16.5
hr
L7.O L7.5hr hr
2
3
6
2
3
6
3
4
7
3
4I
3
4
9
4
5
10
4
5
t_1
5
6
L3
6
7
15
DP3.1
J33:3
J"."t
(cfs)28 24 l- t_11L4l_5L6L920
I "":::iffi?""
1_8.0
hr
19.0
hr
20. o
hr
22.O 26.Ohr hr
JP3.1
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S/N: HOMOL0l-02A06 SCHI,IUESER
Pond Pack Ver: 10-9-97 :055
GORDON MEYER
Compute Time: l-9: 49 259 Date: O4-03-1998
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I Name.... LADP3-D Tag: Loo
FiIe. . . . .\sample\LADP3-D,ppkI Title... DEVELOPED
I HYG Dir = . \sarnple\
HYG file : LADP3-D.HYG LADP3-D LOO
TR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distribution
10oyr, 24hr Rainfall DePth : 2.4o in
Composite Hydrograph Summary (cfs)t
t------
I Subarea 18.0 19.0 2o.o 22.o 26.0
Description hr hr hr hr hr
t'P3.2
P3. 3
332206s440
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Jotar (cfs) r.L i,o 8 7 o
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HYG DiT
HYG file
TR-55 Tabular Hyd.TotalLADP3-D Tag: l-00
. \sample\LADP3-D. ppk
DEVELOPED
= ,\sample\
= LADP3-D.HYG LADP3-D 100
Page 1. LI
Flow(cfs)
20
19
19
18
L8
L7
L7
L6
16
L6
15
1-5
L5
15
1.5
L4
L4
L4
L3
13
L2
L2
LL
LL
t1
LL
1L
t1
1_L
11
11_
t_1
tL
L1
11
L1
1L
10
Date: O4-O3-L998
TR-55 TABULAR HYDROGRAPH METHOD
TYPE Ir DistributionL00yr, 24hr Rainfall Depth = 2,4O in
COMPOSTTE OUTFALL HYDROGRAPH
Time
(hrs )
Flow(cfs)Time(hrs)
1l_.0
r.r..1
Lt.2
1l-.3
LL.4
r.1.5
l_L.6
Lt.7
1_1.8
1_L.9
:]'2.O
t2.L
t2.2
L2,3
L2.4
L2.5
L2 .6
L2.7
L2 .8
L2.9
l_3. o
1_3.1
L3.2
r.3.3
L3 .4
13.5
1_3.6
L3.7
L3 .8
13.9
L4. O
14.1
L4.2
14. 3
L4.4
L4.5
L4 .6
L4.7
o
0
1
1
1
L
t-
1
2
2
4
7
19
46
86
L26
t46
L46
l-30
l_ t_ 1_
92
78
64
57
50
45
39
36
32
30
28
27
25
24
23
2t
20
20
l_4.9
L4.9
L5.0
15. t
L5.2
L5.3
L5.4
r.5.5
1"5.6
75.7
15.8
L5. 9
16. O
L6. L
L6.2
L5.3
16.4
16.5
L6 .6
L6,7
L6. B
1-6.9
1,7.O
L7.1
L7.2
L7.3
17 .4
L7.5
t7 .6
L7.7
L7 .8
L7.9
18.0
18.1
LB.2
L8.3
18.4
1-8. sS/N: H0MOL0102006 SCHMUESER GORDON MEYER
Pond Pack Ver: ),0-9-97 :055 Compute Time: L9:49i59
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TR-55 Tabular Hyd.TotalLADP3-D Tag: 100
. \sample\LADP3-D. ppk
DEVELOPED
= .\sample\: I"ADP3-D"HYG LADP3-D lOO
Page L.Lz
TR-55 TABULAR HYDROGRAPH Ii{ETHOD
TYPE Ir Distribution1o0yr, 24br Rainfall Depth : 2.4O in
COMPOSITE OUTTALL HYDROGRAPH
Time
(hrs )
Flow(cfs)Time(hrs)Flow(cfs)
L8.5
L8.7
l-8.8
t-8.9
1"9.0
19.1-
L9.2
L9.3
L9 .4
19.5
L9.6
L9.7
t-9.8
19.9
20.0
20. L
20.2
20.3
20.4
20.5
20.6
20.7
20.8
20.9
2L.O
2L.1,
2t.2
2L.32t.4
2L.5
2L .6
2L.7
2L.B
21, .9
22.O
22.1
22.2
22.3
Lo
l-0
10
t0
10
10
10
9
9
9
9
9
8
8
8
B
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8
B
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8
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8
7
7
7
7
7
7
7
7
7
7
7
7
6
22.4
22.5
22 .6
22.7
22.8
22.9
23 .0
23 .1-
23.2
23.3
23.4
23.5
23.6
23.7
23.8
23.9
24.O
24.L
24.2
24.3
24.4
24.5
24 .6
24.7
24.8
24.9
25.A
25.L
25.2
25.3
25 .4
25.5
25 .6
25.7
2s.B
25 .9
I s/N:
Pond
I
HOMOLO].o2CIO6 SCTTMUESER GORDON MEYER
Pack ver: lo-9-97 : 055 conpute Tirne: 19:49 : 59 Date: o4-03-l-998
T
t Appendix A A-1
Index of Starting Page Numbers for ID Names
r ----- L -
I ;;;;-; ;;::: 1. o1 , L.oz , 7.o3 tr 1. 05 , L.o7, 1. og, r. os, 1. r.1
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I Pond Pack Ver: LO-9-97 :055 Compute Time: 19:49259 Date: 04-03-1998
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File : . \sample\LADP4-D. ppk
Dir:.\util\
LOS A},IIGOS
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PRELIUINARY PLAN
h*g"r8'*'on
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HOMOLO].O2OO6 SCHMUESER
Pack Ver: LO-9-97 :055
GORDON MEYER
Compute Time:
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Name.... WARNING
File. . . . .\sarnple\LADp4-D.ppk
I WARNING: Hydrograph truncated on left side.r Check HYG table printed for: LADP4-D 1OO
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f S/N: H0M0L0102006 SCHMUESER GORDON ltEyER
I Pond Pack Ver: 10-9-97 :055 Compute Time: 09:2L:53 Date: 04-04-i-998
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I Name.... LADP4-D Tag: 25
File. . . . .\sample\I"ADP4-D.ppk
t Tit1e... DEVELOPED
I HYG Dir = .\sample\
HYG file = LADP4-D.HYG LADP4-D 25
Page 2.OL
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TR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distribution25yr, 24hr Rainfall Depth = 2.2O in
Total Area = 436.600 acres or .682L87 sq.mi.
Peak Discharge = LL3 cfs
I
I Subarea AREA CN Tc * Tt Precip. I Runoff la/p
3::::1:::::_____-___f::::l________li::l--_1i::l___1Tl_-_1___g:l-t:T:1::::
DP4.1 203 .900 75.6 .7500 . t-000 2.20 .51 r.29 .29
1DPA.2 232.7OO 76.4 .5OOO .0000 2.2O I .54 T.28 .28r------- * Travel time from subarea outfall to composite watershed outfall point.
- I -- Subarea where user specified interpolation between Ta/p tables.
T
Input Values Rounded Values Ta/p
I Subarea Tc * Tt Tc 't Tt Interpolated Ta/p
t oescription (hrs) (hrs) (hrs) (hrs) (Yes/No) Uessages
DP4.1 .5935 .1600 .75 . L0 Yes.5325 .0000 .50 .00 YesJ::::
I
T
I
I
* Travel time from subarea outfall to conposite watershed outfalt point.
T
I S/N: Hot'{0l01-02oo6 SCH}.IUESER GoRDoN MEYER
I Pond Pack Ver: 10-9-97 :055 Compute firne: 09 z2l-t53 Date: 04-04-L998
T
I
Type.... TR-55 Tabular Hyd.Peaks Page 2.oz
I Name.... LADP4-D Eag; 25
File. . . . .\sample\LADP4-D.ppk
r Tit1e... DEVELOPED
I HYG Dir = .\sample\I iYC ti1" = I,ADP4-D.HYG LADP4-D 25
I rR-55 TABULAR HYDRocRAPH METHoDr rYPE rr Distribution25yr, 24hr Rainfall DePth = 2.2O in
Peak Discharge at Time to Peak at
Composite outfall Coruposite outfall
Subarea (cfs)(hrs )
T
I
I
I
T
I
DP4.1
DP4.2
54
88
L2 .8
L2.5
I "";;;;;"-*...'=n"u
----l;;
L2 .6
I
I
I
I
I S,ZN: HOMOLOIOzOO6 SCHMUESER GoRDON MEYER
I Pond Pack Ver: LO-9-97 :055 Compute Time: 09:2L:53 Date: 04-04-1998
T
I
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T
I
Type-...
Name. . . .
Fi1e....Title...
HYG Dir
HYG file
fR-55 Tabular Hyd. Summary
LADP4-D Tag: 25
. \sample\LADP4-D. ppk
DEVELOPED
= .\sanple\: LADP4-D.HYG LADP4-D 25
Page 2.O3
TR-55 TABULAR HYDROGRAPH METHOD
TYPE fI Distribution25yr, 24ttr Rainfall Depth = 2.2O in
Composite Hydrograph Summary (cfs)
Subarea
Description
LL.0 1L.3hr hr
tL,6 t1.9hr hr
L2.O L2.1,hr hr
L2.3 L2.4hr hr
L2.2
hr
L2
87
o
3
5
65
L
13
L
34
oo
L1
0
0Bl:l o
0
Jotai
(cf s )997035L4
1,":::?;;i""L2.5
hr
L2 .6
hr
L2.7
hr
J.2.8
hr
r.3.0
hr
L3.2
hr
L3 .4
hr
13.6 t-3.8hr hr
3i-^'.,
38
75
24
88
54
46
48
59
49
31
27
1-8
L7
T4
2L
16
37
23
lrotal
(cfs)tL2 11- 3 LO'.7 L00 31456037
1,":::i;;?""14.0
hr
l-4.3
hr
L4 .6
hr
15. O
hr
t-5.5
hr
16. O
hr
15. 5
hr
L7.O L7 .5
hr hr
5
6
5
6
6
6
7
7
7
I
8
9
l_0
r_0
1-4
t2
L2
l_L331:1
Jotal
(cfs)1t1l_L21,415L7202326
1,.:*i;:?",1 8.0
hr
1_9.0
hr
20.ohr 22.O 26.Ohr hr
Jii l 3
4
4
4
4
5
5
5
0
o
Jota1
(cfs)L0
I ;il;HOMOLOlO2OO6 SCH}{UESER
Pack Ver: LO-9-97 :055
GORDON MEYER
Compute fime: 09 t2l:53
T
Date z 04-O4-1998
80
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t
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t
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t
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Type- - -.
Name. . . .
t'l_Ie. . . .rit1e...
HYG DiT
HYG file
TR-55 Tabular Hyd.Tota1LADP4-D Tag: 25
. \sample\LADP4-D. ppk
DEVELOPED
= .\sanple\
= LADP4-D.HYG LADP4-D 25
Page 2.A4
Flow(cfs)
l-8
L8
L7
L7
1,6
L6
15
L5
15
15
t4
L4
L4
L4
t3
1_3
L2
L2
L2
t2
L1
t1
t1
11
1L
1- l-
LL
1l-
LL
L1
10
L0
10
L0
t0
L0
L0
L0
Date: O4-O4-L998
rR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distribution25yr, 24hr Rainfall Depth : 2.2O in
CO!{POSITE OUTFALL HYDROGRAPH
Iime(hrs)Flow(cfs)Time
(hrs )
11.0
l-L.1
LL.2
1-1. 3
LL.4
Ll-.5
1i-.6
LL.7
11.8
11.9
L2.O
T2.L
L2.2
t2.3
L2.4
a2.5
L2.6
L2.7
L2.8
L2.9
L3 .0
r.3. t_
L3 .2
L3.3
L3 .4
l-3.5
r.3.5
L3.7
t3.8
L3.9
t-4. o
14.l-
L4 .2
L4 .3
L4 .4
t4.5
14 ,6
L4.7
0
0
0
0
0
l_
1
1
1
L
3
L4
35
70
99
lL2
r.1- 3
to7
l_00
90
80
70
60
52
45
4L
37
34
31
28
26
25
24
23
22
2L
20
L9
L4.8
14.9
l_5.0
r_5.1.
1-5.2
15.3
L5.4
l-5.5
15.6
L5.7
15.8
t_5.9
l_6. o
L6. L
L6.2
16. 3
L6 .4
L6.5
L6.6
L6.7
16.8
1_6.9
L7.O
77,L
]-7.2
L7.3
L7 .4
t7.5
t7 .6
L7.7
t7 .8
L7.9
l_8.0
l_8. l-
L8 .2
18. 3
18.4
18.5I s/N:
Pond
t
HOI'{OLO].O2006 SCHMUESER GORDON I,IEYER
Pack Ver: lO-9-97 :O55 Compute Time: 09:2L:53
25
t
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t
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t
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t
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Type.... TR-55 Tabular Hyd.TotalName.... LADP4-D Tag:
File. . . . .\sample\LADp4-D.ppkTitle.., DEVELOPED
HyG Dir : .\sample\
HYG file = LADP4-D.HYG LADP4-D 25
Page 2.05
TR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distribution25yr, 24hr Rainfall Depth = 2.2O in
COMPOSITE OUTFALL HYDROGRAPH
Flow(cfs)
l-8.6
L8.7
l-8. B
t_8.9
l-9. o
L9.1
L9.2
L9.3
19 .4
L9.5
19.6
L9.7
l-9. I
19.9
20. o
20.L
20.2
20.3
20.4
20.5
20 .6
20.7
20.8
20.9
2L.O
2L.L
2L.2
2L.3
2L.4
2L.5
2L.6
2L.7
21.8
2L.9
22.O
22.L
22.2
22.3S/N: H0M0L0I-02006 SCHMUESER GORDON MEYER
Pond Pack Ver: LO-9-97 :055 Compute Time: 09z2l:53 Date: O4-04-L998
Tine
(hrs )
Flow(cfs)Tirne(hrs)
22.4
22.5
22.6
22.7
22.8
22.9
23. O
23.1
23.2
23.3
23 .4
23.s
23 .6
23.7
23.8
23.9
24.O
24.L
24 .2
24 .3
24.4
24.5
24 .6
24.7
24.8
24.9
25. O
25.t
25 .2
25 .3
25.4
25.5
25 .6
25.7
25.8
25.9
Type.... TR-55 fabular Hyd.fnput Data Page 2,O5
I
Name.... LADP4-D Tag: 100
File. ., . .\sample\LADP4-D.ppk
I Tit1e... DEVELOPED
I HYG Dir = . \sarnple\I HYG fiIC = LADP4-D.HYG LADP4-D 1OO
TR.55 TABULAR HYDROGRAPH I,{ETHOD
TYPE II Distribution
1-0oyr, 24hr Rainfall Depth = 2.4O in
Total Area = 436.600 acres or .682L87 sq.mi.
Peak Discharge : 140 cfs
Subarea AREA cN Tc * Tt Precip. I Runoff Ta/pDescription (acres) (hrs) (hrs) (in) I (in) input/used
T
I
t_
I
]
I
1
1
Dl
DP4. L 203.eOO 75.6 .7sOO .L000 2.4O I .OZ I.27 .2?DP4.2 232.7OO 76.4 .s000 .0000 2.4O I .55 I.26 .26
* Travel time fron subarea outfall to composite watershed outfall point.I -- Subarea where user specified interpolation between la/p tables.
Input Values Rounded Va1ues Ta/pSubarea Tc * Tt Tc 'k Tt Interpolated la/pDescription (hrs) (hrs) (hrs) (hrs) (YeslNo) Uessages
P4.1
P4 .2
.6935 . L600 .75 .l-0 Yes.5325 .0000 .5O .0O Yes
T
I
I
T
T
* Travel tine from subarea outfall to composite watershed outfall point.
I S/N: HoMoLOl02OO6 SCHMUESER GORDON I,IEYER
I Pond Pack Ver: LO-9-97 :055 Compute Time: 09:27:53 Date: 04-04-1998
t
t
Type.... TR-55 Tabular Hyd.Peaks Page 2.O7
I Name.... LADP4-D Tag: 100IFiIe. . . . .\sample\LADP4-D.ppk
- Tit1e... DEVELOPED
I HYG Dir = . \sarnple\r HYG file = LADP4-D.HYG LADP4-D l-00
I TR-55 TABTILAR HYDROGRAPH METHOD
I IYPE rr Distribution100yr, 24hr Rainfa1l DePth = 2.4O in
T
I Peak Discharge at Time to Peak atf composite outfall composite outfall
Subarea (cfs)(hrs)
I
!
t
I
T
DP4. L
DP4.2
67
L07
L2,B
L2.4
Composite Watershed 140 72.5
!
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I
T
I S/N: HOMOLOI-02OO6 SCHMUESER GORDON MEYER
I Pond Pack Ver: LO-9-97 :055 Compute Time: O9:21:53 Date: 04-04-l-998
I
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T
Type. ' . .
Name. . . .
File. . . .TitIe...
HYG Dir
HYG file
TR-55 Tahular Hyd.Summary
LADP4-D Tag: 1-OO
. \sample\LADP4-D. ppk
DEVELOPED: .\sample\
= LADP4-D.HYG LADP4-D 100
Page 2.OB
I
TR-55 TABUI,AR HYDROGRAPH METHOD
TYPE II Distribution100yr, 24hr Rainfall Depth : 2.4o in
Composite Hydrograph Summary (cfs)
I "":::i;ii",
11.0 r.1.3hr hr 1-1_.6 1r..9 L2.Ohr hr hr
L2.Lhr
L2.2
hr
L2 .3 L2 .4hr hr
818
81 tO7
4
44
2
18
t
6
1_1231-
l-
o
l-3Xi:1
Jotal
(cfs)L25894820
1,":::i;:i",1-2.5
hr
L2.6hr L2.7
hr
12.8
hr
t-3.0
hr
L3.2
hr
l_3.4
hr
L3.6 13.8hr hr
25
1-B
44
27
20
L5
67
55
61
7L
33
2L
59
37
49
9L
33
LO7JIi:1
Jotal
(cf s )1_40 140 L32 L22 96 547t 3643
1,":::i;;i""14. O
hr
L4.3
hr
L4 .6
hr
1_5.0
hr
15.5
hr
l-6.0
hr
16. 5
hr
L7.O L7.5hr hr
6
7
6
7
7
I
8
B
9
9
L0
t_0
L4
13JIi:1
t7
1_5
Ll-
Lt_
Jotal
(cfs)20222732 L3t_3l51618
I ".:::?;;?",
1-8. 0
hr
1_9.0
hr
20.o
hr
22.O 26.Ohr hr
o
0
4
4
4
5
5
5
5
6
rP4.l-
'P4 .2T
to1t_
Jotal
(cfs)
S/N: H0M0L0L02OO6 SCHMUESER
Pond Pack Ver: LO-9-97 :055
GORDON MEYER
Cornpute Tine: 09 :2Lz53T
t
Date: 04-04-1998
t
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t
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t
t
I
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T
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t
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Type....
Name....
File. . . .Tit1e...
HYG DiT
HYG file
TR-55 Tabular Hyd.TotalLADP4-D Tag: 100
. \sanple\LADP4-D. ppk
DEVELOPED: .\sample\
= LADP4-D.HYG LADP4-D 1OO
Page 2.O9
TR-55 TABULAR HYDROGRAPH METHOD
TYPE rI Distribution100yr, 24hr Rainfall Depth : 2.4O in
COMPOSITE OUTFALL HYDROGRAPH
WARNING: Hydrograph truncated on left side.
Time
(hrs)FIow(cfs)Time
(hrs)FIow(cfs)
L1.0
L1. t"
L1, .2
l_L. 3
11..4
11.5
t-1.6
L].7
r"1.8
r.L.9
L2.O
L2.L
t2.2
t2.3
t2.4
L2.5
L2.5
1,2.7
L2.g
L2.9
13. O
1-3. r.
L3.2
13.3
L3.4
13.5
13.6
L3.7
13.8
13.9
14.0
L4.L
L4 .2
L4.3
L4.4
t-4.5
t4 .6
L4.7
L
l_
2
2
2
3
3
3
4
4
7
20
48
89
L25
L40
140
L32
L22
Lo9
96
83
7L
62
54
49
43
40
36
34
32
30
29
27
25
24
22
22
14.8
L4,9
15.0
15. 1
L5.2
15.3
r.5.4
L5. 5
t-s.6
L5.7
l-5.8
Ls. 9
l_5. o
16. L
L6 .2
L6.3
L6.4
l_6.5
L6.6
16.7
16.8
16. 9
L7.O
L7.t
L7.2
L7.3
L7 .4
1,7.5
t7 .6
L7.7
L7.B
L7.9
18. O
18. t-
L8 .2
18. 3
18.4
l_8.5
2L
20
20
20
L9
19
L8
1B
L8
L7
L7
L6
L6
L6
16
l_5
15
1_5
L5
L4
t4
13
l_3
l_3
1_3
l_3
i_3
L3
l_3
t2
L2
11
11,
t-t
L1
11_
tl"
l_0
1n
I
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Type....
Name. . ..
Fi1e....Title. . .
HYG DiT
HYG file
TR-55 Tabular Hyd.TotalLADP4-D Tag:
. \sample\I"ADP4-D . ppk
DEVELOPED: .\sample\
= LADP4-D.HYG LADP4-D l-00
100
rR-55 TABULAR HYDROGRAPH METHOD
TYPE II DistributionL00yr, 24hr Rainfall Depth = 2.4O
COMPOSTTE OUTFALL HYDROGRAPH
Page 2.LO
Tirne
(hrs )
Flow(cfs)Time
(hrs )
Flow(cfs)
L8.6
18.7
18. B
L8.9
l-9.0
1_9. l_
L9.2
L9. 3
L9 .4
1-9.5
L9.6
]-9.7
19.8
l_9.9
20.o
20. r_
20 .2
20.3
20.4
20.5
20.6
20.7
20.8
20.9
2L.0
2L.L
2L.2
21.3
21.4
21.5
2L .6
2L.7
2L.8
2L.9
22. O
22 .1,
22.2
22.3
10
1-O
10
10
l_0
10
L0
10
l_0
Lo
9
9
9
9
9
9
9
9
9
9
9
9
9
9
I
8
8
I
8
8
I
B
8
8
B
8
B
7
22.4
22.5
22.6
22.7
22.8
22.9
23.0
23.L
23,2
23.3
23.4
23.5
23 ,6
23.7
23.8
23.9
24.O
24.L
24 .2
24.3
24.4
24.5
24 .6
24.7
24.8
24.9
25.O
25.L
25 .2
25.3
25.4
25.5
25.6
25.7
25 .8
25.9
I s/N:
Pond
I
HOMOLO1O2006 SCH},IUESER GORDON MEYER
Pack Ver: Lo-9-97 :055 compute Time: o9:2i-253 Date: o4-04-1999
I
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Type....
Name. . . .
Fi1e. . . .
Elevation(fr)Planimeter(sq.in)Volume(ac-ft )
Page l-.01-
Volume Sum
( ac-ft )
Vol: Elev-Area
GENERIC
. \sample\LADP4-D. ppk
Area A3-+A2+sqr(A1-*A2)(acres) (acres)
.00
.50
1.00
2.00
3. O0
4.00
5. OO
10. oo
AreaL rArea2
Volume
.0000
.01 00
L.0000
t_.1000
l-.2000
1.3000
1.4000
2.0000
.0000
. o103
1.1100
3.l_488
3 .4489
3.7490
4.A49t
5.0733
.000
.oo2
.l_85
1.050
t .l-50
1.250
1 .350
8.455
.000
.oo2
.L87
I .236
2.386
3.636
4.985
\3 .44L
POND VOLWE EQUATIONS
Incremental volume computed by the Conic Method for Reservoir Volumes.
volume : (t/l\ t,
where: ELi. , EL2
(EL2-EL1) * (Area1 + Area2 + sq.rt. (Areal*Area2) )
= Lower and upper elevations of the increment= Areas computed for ELI_, ELZ, respectively= Incremental volume between ELI_ and EL2
S/N: H0M0L0I-02006 SCHII{UESER GORDON MEYERPond Pack Ver: IO-9-97 :055 Compute Time: 10:2L:39 Date: O4-O4-1998
I
Type.... Out,let Input DataI uime.... DP4.1I
File. . . . .\sample\LADP4-D.PPK
Page 4.01
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REQUESTED POND WS ELEVATIONS:
Min. Elev.: .10 ft
fncrement : .2O ft
Max. Elev.: 5,0O ft
*********************************n************
OUTLET CONNECTIVITY**********************************************
t Structure No. Outfal] 81, ft F2, ftI!Culvert-CircuIar
I
Tw SETUP, DS Channel
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I s/N: Houolol-o2oo6 scHr,ruESER GoRDoN MEvERt Pond Pack Ver: LO-9-97 :055 Conpute Timez L2:0L:42 Date: 04-04-L998
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Type.... Outlet Input DataName.... DP4.1
FiIe. ., . .\sample\LADP4-D.PPK
Page 4.O2
OUTLET STRUCTURE INPUT DATA
Structure ID :
Structure Type = Culvert-Circu1ar
No. Barrels =Barre1 Diameter =Upstream Invert =Dnstream fnvert =Horiz. Length =Barrel Length =Barrel Slope =
ftftftftftft/ft
(forward entrance loss)(per ft of fuII flow)(reverse entrance loss)+/- fr
below T1 elev.
above T2 elev.
submerged inlet control,
42.85 cf s
48.97 cfs
l-
3.0000
. l-0
.00
20. o0
20.00
.00500
OUTLET CONTROL DATA...
Mannings n = .OL8OKe = .5000Kb = .013857Kr = ,5000
HW Convergence = .00L
INLET CONTROL DATA...
Equation form = l-fnletContro1K : .OO7gIn1etControlM = 2.0000fnletControlc = .O37gOIn1et Cont,rol Y = .6900
T1 ratio (Hw/D) = l-.133T2 ratio (Hw/D) - L.294Slope Factor = -.500
Use unsubmerged inlet control Form 1 equ.Use submerged inlet control Form 1 equ.
In transition zone between unsubmerged andinterpolate between flows at Ti- & T2...I
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Structure fD = ThlStructure Type = TW SETUP, DS Channel
FREE OUTFALL CONDITTONS SPECIFIED
CONVERGENCE TOLERANCES. . .
Maximum Iterations= 3OMin. TW tolerance =Max. TW tolerance =Min. HW tolerance =Max. HW tolerance =
. or_ ft
.0L ft.01 ft.01 ft
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I Min, e torerance = .Lo cfs
t s/N: Houo,,olor;: :"Hil-""";r"-;Ir:'=
Pond Pack Ver: 10-9-97 :055 Compute Timez L2:OLI42 Date: 04-04-L998
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open
ID
ID
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Type.... fndividual Outlet CurvesName.... DP4.1_
File. . . . .\sample\LADp4-D.ppK
Mannings
Upstream
DNstream
WS Elev,Device Q Tail Water
Page 4.03
RATING TABLE FOR ONE OUTLET TYPE
Structure fD = (Culvert-Circular)
channel rnaximum capacity:= (Pond Water Surface)
= TW (Pond Outfall)
Notes
36.64 cfs
T
WS E1ev. Oft cfs TW EIev Convergeft +/-ft Computation Messages
I
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t
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.10
.30
.50
.7a
.90
1.. L0
1.30
1.50
L.70
1_.90
2. Lo
2.30
2.50
2.70
2.90
3 .10
3.30
.00 Free outfall
Upstream HW & DNstream TW < Inv.El.19 Free Outfall
BACKWATER CONTROL.. Vh= .O26ft hwDi=.76 Free Outfall
BACKWATER CONTROL.. Vtt= .060ft hwDi=L.69 Free Outfall
BACKWATER CONTROL.. Vh= .098ft hwDi=2.94 Free Outfall
BACKWATER CONTROL.. Vh= .L38ft hwDi=4.53 Free Outfall
BACKWATER CONTROL.. Vh= .L78ft hwDi=6.40 Free Outfall
BACKWATER CONTROL. . Vh: .2l9ft hwDi=8.55 Free Outfall
BACKWATER CONTROL.. Vh= .259ft hwDi=L0.96 Free Outfall
BACKWATER CONTROL.. Vh= ,301ft hwDi:
1-3 .60 Free Outf all
BACKWATER CONTROL.. Vh= .34i_ft hwDi=16.46 Free Outfall
BACKWATER CONTROL. . Vh= .381ft hwDi=L9.47 Free Outfall
BACKWATER CONTROL.. Vh= .4Z6fE hwDi=22.64 Free Outfall
BACKWATER CONTROL.. Vh= .467ft hwDi:25.98 Free outfall
BACKWAIER CONTROL.. Vh= .5L0ft hwDi=29.36 Free Outfall
BACKWATER CONTROL.. Vh= .556ft hwDi=32.85 Free Outfall
BACKWAIER CONTROL.. Vh= .GO4ft hwDi=36.36 Free Outfall
BACKWATER CONTROL.. Vh= .6SZft hwDi=
HOII,TOLOI-O2OO5 SCHMUESER GoRDoN MEYERPack Ver: tA-9-92 :055 Compute time z IZ:OLz42
.161ft
.31oft
.453ft
.59zft
.73AfL
.87zft
1.011ft
1.l-49ft
r.,289ft
1-.429ft
l-. s53ft
L.698ft
1.835ft
1 .96sft
2.095ft
2.222ft
Date:
Lbw= 20.Oft
Lbw= 20.Oft
Lbw= 20.Oft
Lbw= 20.Oft
Lbw= 20.Oft
Lbw= 20.Oft
Lbw= 20.Oft
Lbw= 20.Oft
Lbw= 20.Oft
Lbw= 20.Oft
Lbw= 20.Oft
Lbw= 20.Oft
Lbw= 20.Oft
Lbw= 20.Oft
Lbw= 20.Oft
Lbw= 20.Oft
04-04-1998I ;#;
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- Type.... fndividual Outlet Curves page 4.O4
I Narne.... DP/i.1
File. . . . .\sarnple\LADp4-D.ppK
T
RATING TABLE FOR ONE OUTLET TYPE
I Structure rD = (Cu1vert-Circular)
I u;:I}3ffi "I;" 3nu""?lol3"*1l3,"3ffi::I: 36'64 cfs
! DNstream ID : TW (Pond Outfall)
I ws Elev,Device e Tail Water Notes
- WS EIev. A T!{ Elev ConvergeI ___::___ __:::__ ____::__ :l_:: _::ir:::::_5:::s::_____
3.50 39.97 Free Outfall
I BACKWATER CONTROL.. Vh= .7o3ft hwDi= 2.345ft Lbw= 2O.Oft
I 3.7o 43.36 Free outfall
BACKWATER CONTROL.. Vh= .757f8 hwDi= 2.464ft Lbw= 20.Oft
I 3.90 46.81 Free Outfall
r 4.10 50.1'BACXH:"5.:?XTIo"" vh= '816rt hwDi= 2'5??rt Lbw:2o'ort
BACKWATER coNTRoL.. Vh= .878ft hwDi= 2.6g4fL Lbw= 20.oftI 4.30 st.o7 Free outfalt! INLET CONTROL... Submerged: HW :4.204.50 55.50 Free Outfall
I INLET CONTROL... Submerged: HW =4.40
I 4.7O 57.84 Free OutfaLl
fNLET CONTROL. . . Submerged: t{W =4.60
I 4.9O 60.08 Free Outfall
I INLET CONTROL... Submerged: HW =4.80- 5.00 6L. t_5 Free Outf all
INLET CONTROL... Submerged: HW =4.90
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I s/N: Houolol-o2oo6 scHIr{uESER GoRDoN MEvERa Pond Pack Ver: LO-9-97 :055 Compute Time; LZ:.Otr4Z Datez O4-O4-199g
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Type.... Conposite Rating Curve
Name.... DP4.l-
File. . . . .\sample\LADP4-D.PPK
WS EIev, Total Q
Page 4.05
EIev.ft ocfs
***** col{PosITE ol-t:rFlJow SUMMARY ****
Notes
Converge
TW EIev Errorft +/-ft Contributi-ng Structures
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.L0
.30
.50
.70
.90
L. L0
r-.30
1.50
L.70
1.90
2.LO
2.30
2.50
2.70
2.90
3 .10
3.30
3.50
3.70
3.90
4. t_o
4.30
4.50
4.70
4.90
5. O0
.00
.L9
.76
L.69
2.94
4.53
6.40
8.5s
10.96
13.60
16.46
L9 .47
22.64
25.98
29.36
32.85
36.36
39.87
43.36
46.8L
50. L5
53. 07
55.50
57.84
60.08
6L. L5
Free Outfall
Free outfall
Free Outfall
Free Outfall
Free Outfall
Free outfall
Free outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free outfall
Free Outfa]I
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
None contributing
S/N: HoMol0L02oo6 SCHMUESER GoRDoN MEYERPond Pack Ver: LO-9-97 :055 Compute Timez 12:OLz42 Date: 04-04-1-998
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Type.... Pond E-V-Q TableName.... LADP4
Fi1e. . . . .\sample\LADP4-D.PPK
Page 5.0L
LEVEL POOL ROUTING DATA
HYG Dir
Inflow HYG
Outflow HYG
Pond Node
Pond Volume
Pond outlet
, \sample\
LADP41-D.HYG -
LADP4].-D.HYG -
LADP4
LADP4
DP4.l_
LADP41-D4.L OUT
=t-r-Ie =file =
Data =
Data =Data =
L00
100
No Infiltration
INITIAL CONDITTONS
t :i3rtil3 ?#flix
=Starting Total Qout=
Starting Volume
Tirne fncrement
Outflow
cfs
.00
.000
.00
.00
,00
.1000
Storageac-ft
ftac-ft
cfscfscfs
hrs
Area
acres
rnfilt.
cfs
Totalcfs
zs/t + Ocfs1r"".;",ft
l-
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T
t
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t
.00
.Lo
.30
.50
.70
.90
L.1_0
1.30
1.50
L.70
1.90
2.LO
2.34
2.50
2.70
2.90
3. l-0
3.30
3 .50
3.70
3 .90
4. t-o
4.30
.00
.oo
.19
.76
1.69
2.94
4.53
5.40
8.55
10.96
13.60
L6.46
L9 .47
22.64
25.98
29.36
32.85
36.36
39.87
43.36
46.87
50.l_5
53.07
.000
. ooo
. oo0
.oo2
.o20
.t04
.287
.49L
.699
.911
L.L27
L.347
L.57L
L.799
2.O3L
2.267
2.507
2.75].
2.998
3.250
3.506
3.766
4.030
.00
.oo
. t-9
.76
L.69
2.94
4.53
6. 40
8.55
10.96
13.60
t6.46
L9 .47
22 .64
25,98
29.36
32.85
36.36
39 .87
43.36
46 .81"
50.15
53.07
.00
.o1
.31.L.2t
6 .45
28.06
74.07
L25.29
L77 .7 4
23t.43
286.32
342 .42
399.63
457.94
5L7 .40
577.87
639 .44
701.98
765.49
829.94
895.33
961.58
1028.38
.0001-
.0008
.004L
.0r-00
.2L]-6
.6724
1.0098
L.0295
L.O494
L.069s
1_.0898
l-.1098
L.r.295
r.L495
1. L695
l_.l_898
l_.2098
L.2296
L.2495
1.2696
1.2898
1.3098
L.3296
GORDON MEYER
Compute Time:
.00
.oo
.00
.oo
.00
.oo
.00
.00
.00
.00
.00
.00
.00
.oo
.00
o0
00
00
00
oo
00
00
00
S,ZN: HOMOLO].O2006 SCHIT{UESER
Pond Pack Ver: LO-9-97 :055 L2 OIz42 Date z 04-04-1998
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Type.... Pond E-V-Q TableName.... LADP4
FiIe. . ., .\sample\LADP4-D.PPK
LEVEL POOL ROUTING DATA
Page 5.O2
HYG DiT
Inflow HYG file
Outflow HYG file
Pond Node Data
Pond Volume Data
Pond Outlet Data
No Infiltration
. \sample\
LADP41.-D.HYG
LADP4].-D. HYG
LADP4
LADP4
DP4.1
LADP41.-D4.L ouT
1-00
100
INITIAL CONDITIONS
Starting WS Elev =Starting Volume =Starting Outflow =Starting Infiltr. :
Starting Total Qout=Tine fncrement, =
.00 ft
.000 ac-ft
.00 cfs
.OO cfs
.00 cfs
.1000 hrs
levationft Outflow
cfs Storageac-ft Area
acres
Infilt.cfs Q Totalcfs zg/t + O
cfs
4.50
4.70
4.90
5. O0
55.50
57.a4
60.08
51"1s
4.298
4.570
4.846
4.985
.00
.o0
.00
.00
55.50
57.84
60.08
6L.15
L.3495
L.3696
1_.3898
1_.4000
GORDON MEYER
Compute Time:
1095.64
LL63.78
L232.80
L267.63T
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I ;(il HOMOLOl.O2OO6 SCHMUESER
Pack Ver: 10-9-97 :055
I
L2zOL:42 Date: O4-04-l-998
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DESIGN POINT #tr..,DETENTION ROUTING
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I ilIfiE::::
I ilil';;;'
HYG file
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TR-55 Tabular Hyd.Input Data
LADP]..1 Tagr 25
. \sanple\LADP4-D. PPK
= .\sample\
= LADPII-. HYG DPL. L 25
TR-55 TABULAR HYDROGRAPH METHOD
TYPE II Distributi.on25yr, 24hr Rainfall Depth = 2.2A in
Tota] Area = L77.2OO acres or .276875 sq.mi.
Peak Discharge : 64 cfs
Page L.0L
Subarea
Description AREA CN
( acres )
Tc *ft(hrs) (hrs)Precip.(ln)Runoff Ia/p(in) input/used
DPI-.1 L77.200 75.9 .s000 .0000 2.20 I ,52 T.29 .29
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* Trave1 tirne frorn subarea outfall to composite watershed outfall point.
I -- Subarea where user specified interpolatlon between la/p tables.
1-
Subarea
Description
Input Values RoundedTc 't Tt Tc(hrs) (hrs) (hrs)
Va1ues fa/p* Tt Interpolated
(hrs ) (Yes/No)
Ta/p
Messages
Pl.1 .5939 .0000 .50 .00 Yes
* Travel
t.
D,
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time from subarea outfall to composite watershed outfall point.
S/N: H0M0L0l-02Oo6 SCHMUESER GORDON MEYER
Pond Pack Ver: LO-9-97 :055 Compute Time: 15:2LzO5 Date: 04-04-1998
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