HomeMy WebLinkAboutParcel Map 8632 Parcel 4 Hydraulics Calculations Report
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Hydrology and Hydraulic Calculations
For
A.P.N.945-080-017
City of Temecula
Prepared for:
Steve & Yvette Anthony
43135 Avenida de San pasqual
Temecula, CA 92592
.
Prepared by:
Michael A. Medofer, PE
Medofer Engineering Inc.
28610 Midsummer Lane
Menifee, California 92584
(909) 816-5830
<.
Michael A. Medofer Date
RCE 47604, expires 12/31/07
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Riverside County Rational Hydrology Program
CIVILCADD!CIVILDESIGN Engineering Software, (c) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 03/24/06 File:3067EXlOOA.out
------------------------------------------------------------------------
*********
Hydrology Study Control Information
**********
English (in-lb) Units ~sed in input data file
------------------------------------------------------------------------
Medofer Engineering, Inc., Menifee, CA - SIN 959
------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition 2
Standard intensity-duration curves data (Plate 0-4.1)
For the [ Murrieta,Tmc,Rnch CaNorco ] area used.
10 year storm 10 minute intensity = 2.360(In/Hr)
10 year storm 60 minute intensity = 0.880(In/Hr)
100 year storm 10 minute intensity 3.480(In/Hr)
100 year storm 60 minute intensity = 1.300(In/Hr)
Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = l.300(In/Hr)
Slope of intensity duration curve = 0.5500
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 1.100 to Point/Station 1.200
**** INITIAL AREA EVALUATION ****
Initial area flow distance = 184.000(Ft.)
Top (of initial area) elevation = 1216.500(Ft.)
Bottom (of initial area) elevation = 1204.000{Ft.)
Difference in elevation = 12.500(Ft.)
Slope = 0.06793 s(percent)= 6.79
TC = k(0.480}*[ (length^3)/(elevation change)]^0.2
Initial area time of concentration = 6.618 min.
Rainfall intensity = 4.370(In/Hr) for a 100.0 year storm
SINGLE FAMILY (1 Acre Lot)
Runoff Coefficient = 0.761
Decimal fraction soil group A 0.000
Decimal fraction soil group B 1.000
Decimal fraction soil group C 0.000
Decimal fraction soil group D 0.000
RI index for soB lAMe 2) 56.00
Pervious area fraction = 0.800; Impervious fraction 0.200
Initial subarea runoff = 1.762(CFS)
Total initial stream area 0.530 (Ac.)
Pervious area fraction = 0.800
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 1.200 to Point/Station 1.300
**** NATURAL CHANNEL TIME + SUBAREA FLOW ADDITION ****
TOp of natural channel elevation = 1204.000(Ft.)
End of natural channel elevation = 1130.000(Ft.)
Length of natural channel 244.000(Ft.)
Estimated mean flow rate at midpoint of channel =
3.840ICFS)
Natural mountain channel type used
L.A. County flood control district formula for channel velocity:
Velocity = 5.48{q^.33) (slope^.492)
Velocity using mean channel flow = 4.75(Ft/s)
Correction to map slope used on extremely rugged channels with
drops and waterfalls (Plate D-6.2)
1.J
.
.
.
Normal channel slope = 0.3033
Corrected/adjusted channel slope = 0.3033
Travel time = 0.86 min. TC = 7.47 min.
Adding area flow to channel
SINGLE FAMILY (1 Acre Lot)
Runoff Coefficient = 0.753
Decimal fraction soil group A 0.000
Decimal fraction soil group B 1.000
Decimal fraction soil group C 0.000
Decimal fraction soil group D 0.000
RI index for soiljAMC 2) 56.00
Pervious area fraction = 0.800; Impervious fraction
Rainfall intensity 4.087(In/Hr) for a 100.0
Subarea runoff = 3.848(CFS) for 1.250(Ac.)
Total runoff = 5.610{CFS) Total area =
End of computations, total study area =
The following figures may
be used for a unit hydragraph study af the same area.
Area averaged pervious area fraction (Ap)
Area averaged RI index number = 56.0
0.800
0.200
year storm
1.780(AC.)
1.78 IAc.1
b
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t\
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Riverside County Rational Hydrology Program
CIVILCADD/CIVILDESIGN Engineering Software, (e) 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 03/24/06 FiIe:3067EXI00B.out
*********
Hydrology Study Control Information **********
English (in-Ib) Units used in input data file
Medofer Engineering, Inc., Menifee, CA - SIN 959
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year): 100.00 Antecedent Moisture Condition 2
Standard intensity-duration curves data (Plate 0-4.1)
For the [ Murrieta,Tmc,Rnch CaNoreo ] area used.
10 year storm 10 minute intensity = 2.360(In/Hr)
10 year storm 60 minute intensity = 0.880(In/Hr)
100 year storm 10 minute intensity 3.480(In/Hr)
100 year storm 60 minute intensity = 1.300(In/Hr)
Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = 1.300(In/Hr)
Slope of intensity duration curve = 0.5500
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 2.100 to Point/Station 2.200
**** INITIAL AREA EVALUATION ****
Initial area flow distance = 343.000(Ft.)
Top (of initial area) elevation = 1268.000(Ft.)
Bottom (of initial area) elevation: 1214.000(Ft.)
Difference in elevation = 54.000(Ft.)
Slope = 0.15743 s(percent)= 15.74
TC: k(0.480)*[(length^3)/(e1evation change)j^O.2
Initial area time of concentration: 7.177 min.
Rainfall intensity = 4.180(In/Hr) for a 100.0 year storm
SINGLE FAMILY (1 Acre Lot)
Runoff Coefficient: 0.756
Decimal fraction soil group A 0.000
Decimal fraction soil group B 1.000
Decimal fraction soil group C 0.000
Decimal fraction soil group D 0.000
RI index for soil (AMe 21 56.00
Pervious area fraction = 0.800; Impervious fraction 0.200
Initial subarea runoff = 6.981(CFS)
Total initial stream area 2.210(Ac.)
Pervious area fraction = 0.800
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 2.200 to Point/Station 2.300
**** NATURAL CHANNEL TIME + SUBAREA FLOW ADDITION ****
TOp of natural channel elevation = 12l4.000(Ft.)
End of natural channel elevation ~ l148.000(Ft.)
Length of natural channel 762.000(Ft.)
8stimated mean flow rate at midpoint of channel :
17.657 (CFS)
Natural mountain channel type used
L.A. County flood control district formula for channel velocity:
Velocity = 5.48(q^.33) (slope^.492)
velocity using mean channel flow: 4.24(Ft/S)
Correction to map slope used on extremely rugged channels with
drops and waterfalls (Plate D-6.2)
'5
.
.
.
Normal channel slope = 0.0866
Corrected/adjusted channel slope = 0.0866
Travel time = 2.99 min. TC = 10.17 min.
Adding area flow to channel
SINGLE FAMILY (1 Acre Lot)
Runoff Coefficient = 0.732
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
RI index for soil{AMC 2)
Pervious area fraction =
Rainfall intensity
Subarea runoff
Total runoff =
A 0.000
BLOOD
C 0.000
D 0.000
56.00
0.800; Impervious fraction
3.450(In/Hr) for a 100.0
17.081(CFS) for 6.760(AC.)
24.062 (CFS) Total area =
0.200
year storm
8.970IAc.1
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 2.200 to Point/Station 2.300
**** CONFLUENCE OF MAIN STREAMS ****
The following data inside Main Stream is listed:
In Main Stream number: 1
Stream flow area = 8.970{Ac.)
Runoff from this stream 24.062(CFS)
Time of concentration = 10.17 min.
Rainfall intensity = 3.450(In/Hr)
Program is now starting with Main Stream No. 2
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 3.100 to Point/Station 3.200
**** INITIAL AREA EVALUATION ****
Initial area flow distance = 363.000(Ft.)
Top (of initial area) elevation = 1250.00Q(Ft.)
Bottom (of initial area) elevation = 1192.000(Ft.}
Difference in elevation = 58.000{Ft.)
Slope = 0.15978 s(percent)= 15.98
TC = k(0.480)*[(length^3)/(elevation change) ]^O.2
Initial area time of concentration = 7.320 min.
Rainfall intensity = 4.135(In/Hr) for a 100.0 year storm
SINGLE FAMILY (1 Acre Lot)
Runoff Coefficient = 0.754
Decimal fraction soil group A 0.000
Decimal fraction soil group B 1.000
Decimal fraction soil group C 0.000
Decimal fraction soil group D 0.000
RI index for soil(AMC 2} 56.00
Pervious area fraction = 0.800; Impervious fraction 0.200
Initial subarea runoff = 7.549(CFSl
Total initial stream area 2.420(Ac.)
Pervious area fraction = 0.800
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 3.200 to Point/Station 2.300
**** NATURAL CHANNEL TIME + SUBAREA FLOW ADDITION ****
TOp of natural channel elevation = 1192.000(Ft.)
End of natural channel elevation = 1148.000(Ft.)
Length of natural channel 574.000(Ft.)
Estimated mean flow rate at midpoint of channel = l2.9l5(CFS)
Natural mountain channel type used
L.A. County flood control district formula for channel velocity:
Velocity = 5.48(q^.33) (slope^.492)
Velocity using mean channel flow = 3.60(Ft/S)
Correction to map slope used on extremely rugged channels with
drops and waterfalls (Plate D-6.2)
Normal channel slope = 0.0767
Corrected/adjusted channel slope = 0.0767
Travel time = 2.66 min. TC = 9.98 min.
G,.
.'
.
.
Adding area flow to channel
SINGLE FAMILY (1 Acre Lot)
Runoff Coefficient = 0.734
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
RI index for soil(AMC 2)
Pervious area fraction =
Rainfall intensity
Subarea runoff
Total runoff =
A 0.000
BLOOD
C 0.000
D 0.000
56.00
0.800i Impervious fraction
3.488(In/Hr) for a 100.0
8.802(CFSl for 3.440(Ac.l
16.351 (erS) Total area =
0.200
year storm
5.860(AC.l
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 3.200 to Point/Station 2.300
**** CONFLUENCE OF MAIN STREAMS ****
The following data inside Main Stream is listed:
In Main Stream number: 2
Stream flow area = 5.860(Ac.)
Runoff from this stream 16.351(CFS}
Time of concentration = 9.98 min.
Rainfall intensity = 3.488(In/Hr}
Summary of stream data:
Stream
No.
Flow rate
(CFS)
TC
(min)
Rainfall Intensity
(In/Hr)
1
2
Largest
Qp =
Qp =
24.062 10.17
16.351 9.93
stream flow has longer
24.062 + sum of
Qb Ia/lb
16.351 * 0.989
40.240
16.177
3.450
3.488
time of concentration
Total of 2 main streams to confluence:
Flow rates before confluence point:
24.062 16.351
Area of streams before confluence:
8.970 5.860
Results of confluence:
Total flow rate = 40.240{CFS)
Time of concentration = 10.171 min.
Effective stream area after confluence
End of computations, total study area =
The following figures may
be used for a unit hydrograph study of the
14.830 lAc.)
14.83 (Ac.)
same area.
Area averaged pervious area fraction (Ap)
Area averaged RI index number = 56.0
0.800
1
.1
3067DEVIOO,out
Riverside County Rational Hydrology Program
CIVILCADD/CIVILDESIGN Engineering Software, (el 1989 - 2001 Version 6.4
Rational Hydrology Study Date: 04/28/06 File:3067DEVlOO.out
------------------------------------------------------------------------
Pel. 4 of P.M. 8632
Offsite Hydrology
lOa-year storm
------------------------------------------------------------------------
*********
Hydrology Study Control Information **********
English (in-lb) Units used in input data file
------------------------------------------------------------------------
Medofer Engineering, Inc., Menifee, CA - SiN 959
------------------------------------------------------------------------
Rational Method Hydrology Program based on
Riverside County Flood Control & Water Conservation District
1978 hydrology manual
Storm event (year) = 100.00 Antecedent Moisture Condition 2
Standard intensity-duration curves data (Plate D-4.1)
For the [ Murrieta,Tmc,Rnch CaNorco } area used.
10 year storm 10 minute intensity = 2.360(In/Hr)
10 year storm 60 minute intensity = 0.880(In/Hr)
100 year storm 10 minute intensity 3.480(In/Hr)
100 year storm 60 minute intensity 1.300{In/Hr)
Storm event year = 100.0
Calculated rainfall intensity data:
1 hour intensity = 1.300(In/Hr)
Slope of intensity duration curve = 0.5500
.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 1.100 to Point/Station 1.200
**** INITIAL AREA EVALUATION ****
Initial area flow distance - 644.000(Ft.)
Top (of initial area) elevation = 1257.000(Ft.)
Bottom (of initial area) elevation = 1245.000(Ft.)
Difference in elevation = 12.000(Ft.)
Slope = 0.01863 s{percent)= 1.86
TC = k(O.390)*[(length^3)/(elevation change)]^O.2
Initial area time of concentration = 11.496 min.
Rainfall intensity 3.226(In/Hr) for a 100.0 year storm
SINGLE FAMILY 11/4 Acre Lot)
Runoff Coefficient = 0.790
Decimal fraction soil group A 0.000
Decimal fraction soil group B 1.000
Decimal fraction soil group C 0.000
Decimal fraction soil group D 0.000
RI index for soil(AMC 2) 56.00
Pervious area fraction = 0.500; Impervious fraction 0.500
Initial subarea runoff = 14.519(CFS)
Total initial stream area 5.700(Ac.)
Pervious area fraction = 0.500
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 1.200 to Point/Station 1.300
**** PIPEFLOW TRAVEL TIME (program estimated size) ****
.
Upstream point/station elevation = 1240.000(Ft.l
Downstream point/station elevation 1215.000(Ft.)
Pipe length 540.0Q(Ft.) Manning's N = 0.013
No. of pipes = 1 Required pipe flow 14.519(CFS)
Nearest computed pipe diameter 18.00(In.)
Page 1
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.
3067DEV100.out
Calculated individual pipe flow 14.519(CFS)
Nor~al flow depth in pipe = lO.49(In.)
Flow top width inside pipe = 17.75(In.)
Critical Depth = l6.73(In.)
Pipe flow velocity = 13.58(Ft/s)
Travel time through pipe = 0.66 min.
Time of concentration (TC) = 12.16 min.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 1.200 to Point/Station 1.300
**** CONFLUENCE OF MAIN STREAMS ****
The following data inside Main Stream is listed:
In Main Stream number: 1
Stream flow area = 5.700(Ac.l
Runoff from this stream 14.5l9(CFSl
Time of concentration = 12.16 min.
Rainfall intensity = 3.128(In/Hr)
program is now starting with Main Stream No. 2
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from POint/Station 1.310 to Point/Station 1.300
**** INITIAL AREA EVALUATION ****
Initial area flow distance = 1000.000(Ft.l
Top (of initial area) elevation = 1255.000{Ft.l
Bottom (of initial area) elevation = 1222.000(Ft.)
Difference in elevation = 33.000(Ft.)
Slope = 0.03300 s(percentl= 3.30
TC = k(0.390}*[ (length^3)/(elevation change)]^0.2
Initial area time of concentration = 12.228 min.
Rainfall intensity = 3.118(In/Hrl for a 100.0 year storm
SINGLE FAMILY (~/4 Acre Lot)
Runoff Coefficient = 0.787
Decimal fraction soil group A 0.000
Decimal fraction soil group B 1.000
Decimal fraction soil group C 0.000
Decimal fraction soil group D 0.000
RI index for soil(AMC 2) 56.00
Pervious area fraction = 0.500; Impervious fraction 0.500
Initial subarea runoff = 24.533(CFSl
Total initial stream area 10.000(Ac.)
Pervious area fraction = 0.500
.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 1.310 to Point/Station 1.300
**** CONFLUENCE OF MAIN STREAMS ****
The following data inside Main Stream is listed:
In Main Stream number: 2
Stream flow area = 10.000(Ac.)
Runoff from this stream 24.533(CFS)
Time of concentration = 12.23 min.
Rainfall intensity = 3.118(In/Hr)
Summary of stream data:
Stream
No.
Flow rate
ICFSI
TC
(min)
Rainfall Intensity
(In/Hr)
1
2
Largest
Qp ~
14.519 12.16
24.533 12.23
stream flow has longer
24.533 + sum of
Qb Ia/lb
14.519 * 0.997
39.008
3.128
3.118
time of concentration
14.474
Qp ~
.
Total of 2 main streams to confluence:
Flow rates before confluence point:
14.519 24.533
Page 2
'\
.:
3067DEVIOO.out
Area of streams before confluence:
5.700 10.000
Results of confluence:
Total flow rate = 39.008{CFS)
Time of concentration 12.228 min.
Effective stream area after confluence
15.700IAc.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 1.300 to Point/Station 1.400
**** PIPEFLOW TRAVEL TIME (program estimated size) ****
Upstream point/station elevation = 1215.00Q{Ft.}
Downstream point/station elevation 1205.00Q(Ft.l
Pipe length 120.0Q{Ft.) Manning's N = 0.013
No. of pipes = 1 Required pipe flow 39.008(CFSl
Nearest computed pipe diameter 21.00(1n.)
Calculated individual pipe flow 39.008{CFS)
Normal flow depth in pipe = 14.91{In.)
Flow top width inside pipe = 19.06(In.)
Critical depth could not be calculated.
Pipe flow velocity = 21.36(Ft/s)
Travel time through pipe = 0.09 min.
Time of concentration (TC) = 12.32 min.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 1.400 to Point/Station 1.500
**** NATURAL CHANNEL TIME + SUBAREA FLOW ADDITION ****
TOp of natural channel elevation = l205.000(Ft.)
End of natural channel elevation = 1190.000(Ft.)
Length of natural channel 37l.000(Ft.)
Estimated mean flow rate at midpoint of channel =
57.021{eF8)
.
Natural valley channel type used
L.A. County flood control district
Velocity(ft/s) = (7 + 8(q(English
Velocity using mean channel flow =
formula for channel velocity:
units)^.352) (slope^0.5)
8.08IFt/S)
Correction to map slope used on extremely rugged channels with
drops and waterfalls (Plate D-6.2)
Normal channel slope = 0.0404
Corrected/adjusted channel slope = 0.0404
Travel time = 0.76 min. TC = 13.09 min.
Adding area flow to channel
SINGLE FAMILY (1 Acre Lot)
Runoff Coefficient = 0.714
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
RI index for soil(AMC 2)
Pervious area fraction =
Rainfall intensity
Subarea runoff
Total runoff =
A 0.000
8 1.000
C 0.000
D = 0.000
56.00
0.800; Impervious fraction 0.200
3.004(In/Hr) for a 100.0 year storm
31.091(CFS) for 14.500(Ac.)
70.0981CFSl Total area = 30.200(Ac.l
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 1.500 to Point/Station 1.600
**** NATURAL CHANNEL TIME + SUBAREA FLOW ADDITION ****
Top of natural.channel elevation = 1190.000IFt.)
End of natural channel elevation = 1176.000IFt.}
Length of natural channel 732.000(Ft.)
Estimated mean flow rate at midpoint of channel =
90.292(CFS)
.
Natural valley channel type used
L.A. county flood control district formula for channel velocity:
page 3
w
.
Velocity(ft/s} ~ (7 + 8(q(English
velocity using mean channel flow =
3067DEVIOO.out
Units)^.352) (slope^O.5)
6.37 (Ft/s)
Correction to map slope used on extremely rugged channels with
drops and waterfalls (Plate D-6.2)
Normal channel slope = 0.0191
Corrected/adjusted channel slope = 0.0191
Travel time = 1.92 min. TC = 15.00 min.
Adding area flow to channel
SINGLE FAMILY (1 Acre Lot)
Runoff Coefficient = 0.703
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
RI index for soil(AMC 2)
Pervious area fraction =
Rainfall intensity =
Subarea runoff
Total runoff =
A 0.000
B 1. 000
C 0.000
D 0.000
56.00
0.800; Impervious fraction 0.200
2.786(In/Hr) for a 100.0 year storm
34.095(CFS) for 17.400(Ac.)
l04.193(CFS) Total area = 47.600(Ac.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 1.600 to Point/Station 1.700
**** NATURAL CHANNEL TIME + SUBAREA FLOW ADDITION ****
TOp of natural channel elevation = 1176.000(Ft.)
End of natural channel elevation = 1155.000(Ft.)
Length of natural channel 942.000(Ft.)
Estimated mean flow rate at midpoint of channel =
135.167 (CFS)
.
Natural valley channel type used
L.A. County flood control district
Velocity(ft/s) = (7 + 8(q(English
Velocity using mean channel flow =
formula for channel velocity:
Units)".352) (slope^O.5)
7.76(Ft/s)
Correction to map slope used on extremely rugged channels with
drops and waterfalls (Plate 0-6.2)
Normal channel slope = 0.0223
Corrected/adjusted channel slope = 0.0223
Travel time = 2.02 min. TC = 17.03 min.
Adding area flow to channel
SINGLE FANILY (1 Acre Lot)
Runoff Coefficient = 0.693
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
RI index for soil{AMC 2)
Pervious area fraction =
Rainfall intensity =
Subarea runoff
Total runoff =
A 0.000
B 1. 000
c 0.000
D 0.000
56.00
0.800; Impervious fraction 0.200
2.599(In/Hr) for a 100.0 year storm
50.985(CFS) for 28.300{Ac.)
155.179(CFS) Total area = 75.900(Ac.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 1.700 to Point/Station 1.800
**** NATURAL CHANNEL TIME + SUBAREA FLOW ADDITION ****
TOp of natural channel elevation = ll5S.000(Ft.)
End of natural channel elevation = ll40.00Q(Ft.)
Length of natural channel 643.000(Ft.)
Estimated mean flow rate at midpoint of channel =
l73.273(CFS)
.
Natural valley channel type used
L.A. County flood control district
Velocity(ft/s} = (7 + 8(q(English
Velocity using mean channel flow =
formula for channel velocity:
Units)^.352) (slope^O.5)
8.57(Ft/s)
Correction to map slope used on extremely rugged channels with
Page 4
~
el
drops and waterfalls (Plate D-6.2)
Normal channel slope = 0.0233
Corrected/adjusted channel slope = 0.0233
Travel time = 1.25 min. TC = 18.28 min.
3067DEVIOO.Qut
Adding area flow to channel
SINGLE FAMILY (1 Acre Lot)
Runoff Coefficient = 0.687
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
RI index for soil(AMC 2)
Pervious area fraction =
Rainfall intensity =
Subarea runoff
Total runoff =
A 0.000
B 1. 000
C 0.000
D o.aoo
56.00
0.800; Impervious fraction 0.200
2.50Q(In/Hr) for a 100.0 year storm
30.413ICFS) for 17.700IAc.)
185.592(CFSl Total area = 93.600(Ac.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 1.800 to Point/Station 1.900
**** NATURAL CHANNEL TIME + SUBAREA FLOW ADDITION ****
TOp of natural channel elevation = 1140.00Q(Ft.)
End of natural channel elevation = l133.000(Ft.)
Length of natural channel 498.000(Ft.)
Estimated mean flow rate at midpoint of channel =
201. 851 ICFS)
Natural valley channel type used
L.A. County flood control district
Velocity(ft/s) = (7 + 8(q(English
Velocity using mean channel flow =
formula for channel velocity:
Units}^.352) (slope^0.5)
6.97IFt/5)
e
Correction to map slope used on extremely rugged channels with
drops and waterfalls (Plate 0-6.2)
Normal channel slope = 0.0141
Corrected/adjusted channel slope = 0.0141
Travel time = 1.19 min. TC = 19.47 min.
Adding area flow to channel
SINGLE FAMILY (1 Acre Lot)
Runoff Coefficient = 0.682
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
RI index for soil{AMC 2)
Pervious area fraction =
Rainfall intensity =
Subarea runoff
Total runoff =
A 0.000
B 1. 000
C 0.000
o 0.000
56.00
0.800; Impervious fraction 0.200
2.4l4(In/Hr) for a 100.0 year st~rm
27.011(CFS) for 16.400(Ac.)
212.602ICFS) Total area' 110.OOOIAc.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 1.900 to Point/Station 1.110
**** NATURAL CHANNEL TIME + SUBAREA FLOW ADDITION ****
TOp of natural channel elevation - 1133.000(Ft.)
End of natural channel elevation = l117.000(Ft.)
Length of natural channel 565.000(Ft.}
Estimated mean flow rate at midpoint of channel =
232.316ICFS)
Natural valley channel type used
L.A. County flood control district
Velocity(ft/s} = (7 + 8(q(English
Velocity using mean channel flow =
formula for channel velocity:
Units)^.352) (slope^0.5)
10.34(Ft/5)
e
Correction to map slope used on extremely rugged channels with
drops and waterfalls (Plate 0-6.2)
Normal channel slope = 0.0283
Corrected/adjusted channel slope = 0.0283
Travel time = 0.91 min. TC = 20.38 min.
Page 5
\1..-
3067DEV100.out
.1
Adding area flow to channel
SINGLE FAMILY (1 Acre Lot)
Runoff Coefficient = 0.678
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
RI index for soil(AMC 2)
Pervious area fraction =
Rainfall intensity =
Subarea runoff
Total runoff =
A 0.000
BLOOD
C 0.000
o 0.000
56.00
0.800; Impervious fraction 0.200
2.355(In/Hr) for a 100.0 year storm
32.580(CFS) for 20.400(Ac.)
245.182(CFS) Total area = 130.400(Ac.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 1.900 to Point/Station 1.110
**** CONFLUENCE OF MAIN STREAMS ****
The following data inside Main Stream is listed:
In Main Stream number: 1
Stream flow area = 130.400(AC.)
Runoff from this stream 245.182(CFS)
Time of concentration = 20.38 min.
Rainfall intensity = 2.355(In/Hr}
Summary of stream data:
Stream
No.
Flow rate
ICFS)
TC
(min)
Rainfall Intensity
(In/Hr)
1 245.182 20.38
Largest stream flow has longer
Qp 245.182 + sum of
Qp = 245.182
2.355
time of concentration
.
Total of 1 main streams to confluence:
Flow rates before confluence point:
245.182
Area of streams before confluence:
130.400
Results of confluence:
Total flow rate = 245.182{CFS)
Time of concentration 20.377 min.
Effective stream area after confluence
130.400 (Ac.)
++++++++++++++++++++++++++++++++++++++t+++++++++++++++++++++++++++++++
Process from Point/Station 2.100 to Point/Station 2.200
**** INITIAL AREA EVALUATION ****
.
Initial area flew distance - 823.000(Ft.}
Top (of initial area) elevation = 1285.000(Ft.)
Bottom (of initial area) elevation = 1245.000(Ft.)
Difference in elevation = 40.000(Ft.)
Slope = 0.04860 s{percent)= 4.86
TC = k(0.480)*((length^3)/(elevation change)]^0.2
Initial area time of concentration = 12.885 min.
Rainfall intensity = 3.030(In/Hr) for a 100.0 year storm
SINGLE FAMILY (1 Acre Lot)
Runoff Coefficient = 0.715
Decimal fraction soil group A 0.000
Decimal fraction soil group B 1.000
Decimal fraction soil group C 0.000
Decimal fraction soil group D 0.000
RI index for soil (AMC 2) 56.00
Pervious area fraction = 0.800; Impervious fraction 0.200
Initial subarea runoff = 18.629(CFS)
Total initial stream area 8.600(Ac.)
Pervious area fraction = 0.800
Page 6
\~
3067DEV100.out
ei
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 2.200 to Point/Station 2.300
**** NATURAL CHANNEL TIME + SUBAREA FLOW ADDITION ****
Top of natural channel elevation = 1245.000(Ft.)
End of natural channel elevation = 1220.000{Ft.)
Length of natural channel 660.000(Ft.}
Estimated mean flow rate at midpoint of channel =
32.8181CFSJ
Natural valley channel type used
L.A. County flood control district
Velocity(ft/s) = (7 + 8(q(English
Velocity using mean channel flow =
formula for channel velocity:
Units)^.352) tslope^0.5)
6.68(Ft/s)
Correction to map slope used on extremely rugged channels with
drops and waterfalls (Plate D-6.2)
Normal channel slope = 0.0379
Corrected/adjusted channel slope = 0.0379
Travel time = 1.65 min. TC = 14.53 min.
Adding area flow to channel
SINGLE FAMILY (1 Acre Lot)
Runoff Coefficient = 0.706
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
RI index for soil{AMC 2)
Pervious area fraction =
Rainfall intensity
Subarea runoff
Total runoff =
A 0.000
8 1. 000
C 0.000
D 0.000
56.00
0.800; Impervious fraction 0.200
2.836{In/Hr) for a 100.0 year storm
26.218(CFS) for 13.100(Ac.)
44.B47(CFS) Total area = 21.700(Ac.)
e
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 2.300 to Point/Station 2.400
**** NATURAL CHANNEL TIME + SUBAREA FLOW ADDITION ****
TOp of natural channel elevation = l220.000(Ft.)
End of natural channel elevation = 1153.000(Ft.)
Length of natural channel l710.000(Ft.)
Estimated mean flow rate at midpoint of channel
85.8OlICFS)
Natural valley channel type used
L.A. County flood control district
velocity{ft/s) = (7 + 8(q(English
Velocity using mean channel flow =
formula for channel velocity:
Units)^.352) Islope^0.5)
8.98(Ft/s)
Correction to map slope used on extremely rugged channels with
drops and waterfalls (Plate D-6.2)
Normal channel slope = 0.0392
Corrected/adjusted channel slope = 0.0392
Travel time = 3.17 min. TC = 17.71 min.
Adding area flow to channel
SINGLE FAMILY (1 Acre Lot)
Runoff Coefficient = 0.690
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
RI index for soil(AMC 2)
Pervious area fraction =
Rainfall intensity =
Subarea runoff
Total runoff =
A 0.000
B 1. 000
CO.OOO
D 0.000
56.00
0.800; Impervious fraction 0.200
2.544IIn/Hr) for a 100.0 year storm
69.67B(CFS) for 39.700(Ac.)
114.525(CFS) Total area = 61.400(Ac.)
e
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 2.400 to Point/Station 1.110
**** NATURAL CHANNEL TIME + SUBAREA FLOW ADDITION ****
Page 7
~
3067DEVlOO.out
el
Top of natural channel elevation = 1153.000(Ft.)
End of natural channel elevation = 1117.000(Ft.)
Length of natural channel 1302.00Q(Ft.}
Estimated mean flow rate at midpoint of channel =
134.576(CFS)
Natural valley channel type used
L.A. County flood control district
Velocity(ft/sl = (7 + 8(q(English
Velocity using mean channel flow =
formula for channel velocity:
Units)^.352) (slope^0.5)
8.63IFt/s)
Correction to map slope used on extremely rugged channels with
drops and waterfalls (Plate 0-6.2)
Normal channel slope = 0.0276
Corrected/adjusted channel slope = 0.0276
Travel time 2.51 min. TC = 20.22 min.
Adding area flow to channel
SINGLE FAMILY (I Acre Lot)
Runoff Coefficient = 0.679
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
Decimal fraction soil group
RI index for soil(AMC 2)
Pervious area fraction =
Rainfall intensity =
Subarea runoff
Total runoff =
A 0.000
BLOOD
C 0.000
D 0.000
56.00
0.800; Impervious fraction 0.200
2.365(In/Hr) for a 100.0 year storm
34.518{CFS) for 21.S00(Ac.)
149.043(CFS) Total area = 82.900(Ac.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 2.400 to Point/Station 1.110
**** CONFLUENCE OF MAIN STREAMS ****
e
The following data inside Main Stream is listed:
In Main Stream number: 2
Stream flow area = 82.900(Ac.)
Runoff from this stream 149.043(CFS)
Time of concentration = 20.22 min.
Rainfall intensity = 2.365(In/Hr)
Summary of stream data:
Stream
No.
Flow rate
(CFS)
TC
(min)
Rainfall Intensity
(In/Hr)
1 245.182 20.38
2 149.043 20.22
Largest stream flow has longer
Qp = 245.182 + sum of
Qb Iallb
149.043 * 0.996
Qp ~ 393.586
2.355
2.365
time of concentration
148.404
Total of 2 main streams to confluence:
Flow rates before confluence point:
245.182 149.043
Area of streams before confluence:
130.400 82.900
Results of confluence:
Total flow rate = 393.586(CFS)
Time of concentration = 20.377 min.
Effective stream area after confluence
End of computations, total study area =
The following figures may
be used for a unit hydrograph study of the
213.300 (Ac.)
213.30 lAc.)
same area.
e
Area averaged pervious area fraction(Ap) 0.778
Area averaged RI index number = 56.0
page 8
./
\"
3067DEV100.out
el
e
e
page 9
Vo
.
.
.
HYl>/{AULIC ANALY'7/5
OF CH!rNNE.(.- r; PIf'G'7
3067-chan.E:DT
FILE: 3067-chan.WSif w S P G if - EDIT LISTING - Version 14.06 Date: 4-28-2006 Time: 7:24:44
WATER SURFACE PROFILE CHANNEL DEFINITION LISTING PAGE 1
CARD SECT CHN NO OF AVE PIER HEIGHT 1 MSE n ZR INV Y11) Y(2) Y(3) Y(4} Y{5) Y{6} Y(7) Y(S} Y19) Y(lO)
CODE ND TYPE PIER/PIP WID'.:'H DIAMETER. WIDTH DROP
CD 1 1
CD 2 1
CD , 2
CD 6 ,
CD B 1
HEADING LINE NO
HEADING LINE NO
HEADING LINE NO
ELEMENT NO
0 .000 3.000 60.000 2.000 2.000 .00
0 .000 4.000 10.000 2.000 2.000 .00
0 ,000 9.000 15.000 .00
2 3.000
0 .000 2.000 20.000 10,000 10.000 .00
if 5 P G W
WATER SURFACE PROfILE - TITLE CARD LISTING
IS
IS
IS
if S P G if
WATER SURFACE PROFILE - ELEMENT CARD LISTING
IS A SYSTEM OUTLET
u/s DATA STATION INVERT SECT
1000.000 1110.000 1
ELEMENT NO 2 IS A REACH
u/s DATA STATION INVERT SECT N
1082.000 1111.320 1 .025
WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS
ELEMENT NO 3 IS A REACH
V!S DATA STATION INVERT SECT N
1122.000 1112. no 6 .013
WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS
ELEMENT NO 4 IS A REACH
V!S DATA STATION INVERT SECT N
1293.0001116.700 2 .020
WARNING - ADJACENT SECtIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS
ELEMENT NO 5 IS A REACH
V!S DATA STATION INVERT SECT N
1414.600 1119.500 8 .014
ELEMENT NO IS A SYSTEM HEADWORKS
V!S DATA STATION INVERT SECT
1414.600 1119.500 8
Page 1
PAGE NO
PAGE NO
1'1 S ELEV
1113.000
RADIUS ANGLE ANG PT MAN H
.000 .000 .000 0
MDIUS ANGLE ANG PT MAN H
.000 .000 .000 0
RADIUS ANGLE ANG PT MAN H
.000 .000 .000 0
RADIUS ANGLE ANG PT MAN H
.000 .000 .000 0
1'1 S ELEV
1119.500
\"\
o FILE: 3067-chan.~S~
.
.
3067-chan.OUT
W S P G W - CIVILDESIGN Vel"sion 14.06
Program Package Serial Number: 1648
WATER SURFACE PROFILE LISTING
HYC?RAUl-/G
AI..tALY$I$ e>F
CHANNeL ~ n~$
PAGE 1
Date: 4-28-2006 Time: 7:24:54
Date: 4-28-2006
jNo Wth
IPrs/Pip
-I
IType Ch
I.......
o
1-
TRAP
I
.0
1 Invert 1 Depth 1 Water 1 Q 1 Vel Vel 1 Energy 1 Super ICriticallFlow ToplHeight/IBase Wtl
Station 1 Elev 11FT) I Elev 1 (CFS) I (FPS] Head I Grd.E1.1 Elev 1 Depth 1 Width IDia.-FTlor 1.0.1 ZL
-1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-
L/Elem ICh Slope I I I 1 SF Avel HF lSE DpthlFroude NINorm Dp I "N" I X-Fall I ZR
.........1.........1........1. ~....... \ ........ .1.......I.......l......... I. ......1........ I. .......1.......1........ I.....
1 I I 1 I 1
1000.000 1110.000 3.000 1113.000 393.60 1.99 .06 1113.06 .00 1.09 72.00 3.000 60 000 2.00
-1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -j- -1- -1-
7.753 .0161 .0003 .00 3.00 .21 .92 .025 .002.00
1 I I I I I
1007.753 1110.125 2.872 1112.996 393.60 2.08 .07 1113.06 .00 1.09 71.49 3.000 60000 2.00
-1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-
7.414 .0161 .0004 .00 2.87 .23 .92 .025 .002.00
1 1 1 I I I
1015.167 1110.244 2.748 1112.992 393.60 2.19 .07 1113.07 .00 1.09 70.99 3.000 60.000 2.00
-1- -1- -1- -1- -1- -1- -'1- -1- -1- -)- -1- -)- -1-
7.084 .0161 .0004 .00 2.75 .24 .92 '.025 .00 2.00
I 1 1 1 I I
1022.251 1110.358 2.630 1112.988 393.60 29 .08 1113.07 .00 1.09 70.52 3.000 60.000 2.00
-1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-
6.763 .0161 .0005 .00 2.63 .26 .92 .025 .00 2.00
I I 1 1 I I
1029.014 1110.467 2.516 t112.983 393.60 2.41 .09 1113.07 .00 1.09 70.06 3.000 60 000 2.00
-1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-
6449 .0161 .0006 .00 2.52 .28 .92 .025 .002.00
I I I I I I
1035 463 1110.571 2.407 1112.978 393.60 2.52 .10 1113.08 .00 1.09 69.63 3.000 60.000 2.00
-1- -1- -1- -1- -1- -1- -1- -1- -)- -1- -1- -1- -1-
6.143 .0161 .0007 .00 2.41 .30 .92 .025 .002.00
1 1 1 1 I I
1041.605 1110.670 2.303 1112.972 393.60 2.65 .11 1113.08 .00 1.09 69.21 3.000 60.000 2.00
-1- -1- -1- -J- -1- -1- -1- -1- -j- -1- -1- -1- -j-
5.843 .0161 .0008 .00 2.30 .32 .92 .025 .002.00
I I 1 I I I
1047.448 1110.764 2.202 1112.966 393.60 2.78 .12 1113.09 .00 1.09 68.81 3.000 60.000 2.00
-1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -j- -1- -j-
5.549 .0161 .0009 .01 2.20 .34 .92 .025 .002.00
I I 1 I I 1
1052.9981110.853 2.1061112.959 393.60 2.91 .131113.09 .00 1.09 68.42 3.000 60.0002.00
-1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-
5.261 .0161 .001l .01 2.11 .36 .92 .025 .002.00
o FILE: 3067-chan.WSW W S P G W - CIVILDESIGN Version 14.06
Program Package Serial Number: 1648
WATER SURFACE PROFILE LISTING
o
1-
TRAP
I
.0
o
1-
TRAP
I
.0
o
1-
TRAP
I
.0
o
1-
TRAP
I
.0
o
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I
.0
o
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I
.0
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I
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o
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.0
Time: 7:24:54
................................................................................................................................
1 Invert 1 Depth I Water I Q I Vel Vel 1 Energy 1 Super ICriticallFlow ToplHeight/IBase Wtl
Station I Elev I {FT] I Elev I (eFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTlor 1.0.1 ZL
-1- -1- -1- -1- -1- -1- -I ~ -1- -1- -1- -1- -1- -1-
L/Elem ICh Slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" J X-Fall I ZR
.........1.........1........1.........1.........1.......1.......1.........1.......1........1........1.......,.......1.....
.
I I
1058.258 1110.938
-[- -1-
4.976 .0161
I
1063.234 1111.018
-1- ~ I ~
4.695 .0161
I
1067.9301111.093
-1- ~I-
4.416 .0161
I
1072.345 1111.164
-1- -j-
4.137 .0161
I
1076.482 1111.231
-1- -1-
3856 .0161
I
1080.3381111.293
-1- -1-
1.662 .0161
I
1082.000 1111.320
-1- -I-
I I
1082.0001111.320
-1- -1-
4.651 .0350
I
1086.651 1111.483
-1- . -1-
18.111 .0350
I
1104.763 1112.117
-1- -1-
17.237 .0350
I I
2.014 1112.952
-1- -1-
I
1.9251112.
-1-
I
1.841 1112.934
-1- -1-
I
1.7601112
-I-
I
1.682 1112.913
-1- -I-
I
607 1112.901
-1- -1-
I
1.5751112.895
-1- -I-
I I
1.861 1113.181
-1- -1-
I
1.842 1113.325
-1- -1-
I
1.7701113.887
-1- -1-
I
943
-1-
I
60
-I-
I
393.60
-I-
-1-
.01
96
-1-
I I
.14 1113.10
-I-
.0012
I
.161113.10
-I-
.0014
I
.181113.11
-I-
.0017
I
.191113.12
-1-
.0020
I
.21 1113.12
-1-
.0023
I
.231113.13
-I-
.0025
I
.24 1113.14
-I-
I
28.351141.53
-1-
.1770
I
29.001142.32
-1-
.1911
I
31.901145.78
-1-
.2161
393
3.05
-1-
-I-
.01
20
-I-
I
924
-I-
I
393.60
-I-
I
60
-I-
-1-
.01
3.36
-I-
-I-
.01
393
3.52
-1-
I
393.60
-I-
3.69
-I-
-1-
.01
I
60
-I-
I
393.60
-I-
I
393.60
-I-
393
3.87
-I-
-I-
.00
42.73
-1-
I
393.60
-1-
43.21
-1-
-1-
3.46
I
393.60
-1-
45.32
-1-
-1-
3.73
Page I
-I-
I
-I-
."
.00
-I-
2.01
I
I I I
3.000 60.0002.00
-1- -1-
.002.00
I
0002.00
-1-
.002.00
I
0002.00
-I-
.002.00
I
0002.00
-I-
.002.00
I
3.000 60.000200
-1- -1-
.00200
I
0002.00
-1-
.00 2.00
I
0002.00
-I-
I
.000
-I-
.00
I
.000
-I-
.00
I
.000
-1-
.00
1.09
68.06
-I-
.39
.92
.00
-1-
1.93
I
.00
-I-
1.84
I
1.09
67.70
-I-
.42
3.000 60
-I ~ -1-
.025
.92
1.09
67.36
-1-
.45
3.000 60
-1- -1-
.025
.92
.00
-I-
1.76
I
1.09
67.04
-1-
.48
3.000 60
-1- -1-
.025
.92
.00
-1-
1.68
I
.00
-I-
1.61
I
.00
-I-
I
1.09
66.73
-I-
.52
-I-
.025
.92
1.09
66.43
-I-
.55
3.000 60
-[- ~ 1-
.025
.92
1.09
3.000 60.
-1- -I-
I I
.00
-1-
1.86
I
2.91
3.000
-1- -1-
.013
2.99
-1-
4.23
3.00
.00
-I-
1.84
I
2.99
2.92
3.000
-1- -1-
.013
-1-
4.31
3.00
.00
-1-
1.77
2.99
2.95
3.000
-1- -1-
.013
-1-
4.66
3.00
INo Wth
IPrs/Pip
-I
Itype Ch
I.......
I
o
1-
TRAP
I
.0
o
1-
TRAP
I
.0
o
1-
TRAP
I
.0
o
1-
TRAP
I
.0
o
1-
TRAP
I
.0
o
1-
TRAP
I
.0
o
I-
I
.0
.00
.00
2
1-
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I
.0
.00
2
1-
PIPE
I
.0
.00
.00
2
1-
PIPE
.0
.00
\?:>
.
.
.
;] fILE: 3067-chan.WSW
3067-chan.OUT
W S P G W - CIVILDESIGN Version 14.06
Program Package Serial Number: 1648
WATER SURFACE PROFILE LISTING
Date: 4-28-2006 Time: 7:24.:54
PAGE
........................................*_................................................................................ ........
I Invert 1 Depth I Water I Q I Vel Vel I Energy I Super ICritical I Flow ToplHelght/lBase wtl
Station I Elav I (FTI I Elav I (erS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTlor 1.0.1 ZL
-1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-
L/Elem ICh Slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" I X-Fall I ZR
........*I.........I.........!..."......I.........I.......1.......1.........1.......1........1........1.......1.......1.....
1 I! 1 1 1 1 1 1 f
1122.000 1112.720 1.703 1114.422 393.60 17.25 4.62 1119.04 .00 2.96 16.81 4.000 10.000 2.00
-1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-
11.796 .0350 .0384 .45 1.70 2.61 1.74 .020 .002.00
) ! 1 1 1 I
1133.796 1113.132 1. 695 1114.828 393.60 17 .34 4.67 1119.50 .00 2.96 16.78 4.000 10 000 2.00
-1- -1- -1- -1- -1- -)- -1- -1- -1- -1- -1- -1- -1-
61.033 .0350 .0416 2.54 1.70 2.63 1.74 .020 .002.00
I I 1 1 1 )
1194.829 1115.267 1.632 1116.899 393.60 18.18 5.13 1122.03 .00 2.96 16.53 4.000 10.000 2.00
-1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -)- -1- -1-
35.511 .0350 .0417 1.69 1.63 2.80 1.74 .020 .002.00
1 1 I ! 1 1
1230.340 1116.509 1.570 1118.079 393.60 19.07 5.65 1123.73 .00 2.96 16.28 4.000 10.000 2.00
-1- -1- -1- -1- -1- -1- -1- -J- -1- -1- -1- -1- -1-
25.561 .0350 .0547 1.40 1.57 2.99 1.74 .020 .002.00
1 1 I I 1 1
1255.901 1117.403 1.511 1118.914 393.60 20.00 6.21 1125.13 .00 2.96 16.04 4.000 10.000 2.00
-1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-
20.225 .0350 .0628 1.27 1.51 3.18 1.74 .020 .002.00
I I I I 1 1
1276.126 1118.110 1.454 1119.563 393.60 20.98 6.83 1126.40 .00 2.96 15.81 4.000 10.000 2.00
-1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-
16.874 .0350 .0722 1.22 1.45 3.39 1. 74 .020 .00 2.00
1 1 I 1 1 1
1293.000 1118.700 1.398 1120.098 393.60 8.29 1.07 1121.16 .00 1. 72 47.96 2.000 20.000
-j- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-
26.403 .0066 .0061 .16 1.40 1.47 1.38 .014 .00
I I I t 1 1
1319.403 1118.874 1.409 1120.282 393.60 .20 1.04 1121.33 .00 1.72 48.18 2.000 20.000
-1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-
49.520 .0066 .0056 .28 1.41 1.45 1.38 .014 .00
I I lit 1 I
1368.923 1119.199 .457 1120656 393.60 7.81 .95 1121.60 .00 1.72 49.14 2.000 20.000
-1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-
22350 .0066 .0049 .11 1.46 1.36 1.38 .014 .00
o FILE: 3067-chan.WSW W S P G W - CIVILDESIGN Version 14.06
Program Package Serial Number: 1648
WATER SURFACE PROFILE LISTING Date: 4-28-2006 Time:
... ........... ..~~... .......... ....... ............ ........ .~..... ........ ... ......~.............,.. ...... ............ .....
1 Invert 1 Depth 1 Water 1 Q 1 Vel Vel 1 Energy 1 Super lCritical I Flow ToplHeight/lBase Wtl
Station 1 Elev 1 (F'T) 1 Elev 1 (CFS) 1 (fPS) Head 1 Grd.E1.j Elev 1 Depth 1 Width IDia.-FTlor 1.0.1 ZL
-j- -j- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-
L/Elem ICh Slope I I I I SF Ave I HF ISE DpthlFroude l'lINorm Dp \ "1'1" 1 X-Falll ZR
~........ 1 ......... t ........ I......... I' ..... "'1' ...... I..~~...I ~........ I'''''''' 1........1....... '1* ..... *1.... ... I.....
\ 1 1 I 1 I I 1 I I 1
1391.273 1119.346 1.507 1120.853 393.60 7.45 .86 1121.71 .00 1.72 50.13 2.000 20.000
-)- -1- -1- -1- -1- -1- -1- -1- -j- -1- -1- -1- -[-
12.188 .0066 .0043 .05 1.51 1.28 1.38 .014 .00
I I 1 I I I I
1403.461 1119.427 1.557 1120.984 393.60 7.10 .78 1121.77 .00 1.72 51.15 2.000 20 000
-1- -)- -1- -I ~ -1- -1- -1- -1- -1- -1- -1- -1- -1-
6.783 .0066 .0038 .03 1.56 1.20 1.38 .014 .00
1 1 I I 1 \
1410.244 1119.471 1.610 1121.081 393.60 6.17 .71 1121.79 .00 1. 72 52.20 2.000 20 000
-1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-
3.372 .0066 .0033 .01 1.61 1.13 1.38 .014 .00
I I I I I I
1413.616 1119.494 1.664 1121.157 393.60 6.46 .65 1121.80 .00 1.72 53.27 2.000 20000
-1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-
.984 .0066 .0029 .00 1.66 1.06 1.38 .014 .00
1 I I I I I
1414600 1119.500 1.720 1121.220 393.60 15 .59 1121.81 .00 1.72 54.40 2.000 20000
-1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-
o
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