MINIMUM Q IN Q-QS TABLE =
100.000
MAXIMUM Q
=
20000.0
TABLE 2.2 FLOW-DURATION TABLE
#
CFS
%
#
CFS
%
#
CFS
%
1
100.00
100.00
4
5600.00
80.00
7
16000.00
2.00
2
700.00
98.00
5
8800.00
67.00
8
21000.00
0.00
3
1450.00
95.00
6
10300.00
34.00
TABLE 2.3
INTEGRATION PARAMETERS FOR FLOW-DURATION OPTION
MINIMUM FLOW, CFS
=
100.00
MAXIMUM FLOW, CFS
=
21000.00
INTEGRATION INTERVAL, CFS
=
57.26
NUMBER OF INTEGRATION STEPS =
365
TABLE 2.7
DENSITY OF SEDIMENT DEPOSIT.
IN LB/CUFT
=
93.00
IN CY/TON
=
0.80
TABLE 3.1
CALCULATED YIELDS
SEDIMENT TRANSPORT FUNCTION USED -- LAURSEN(MADDEN),1985
TIME PERIOD,
DAYS =
10.000
WATER YIELD,
ACFT =
171691.,
Mean Daily Flow, CFS =
8656.07
SEDIMENT YIELD, TONS =
84052.,
Mean Daily Load, T/D =
8405.
CUYD =
66947.,
Mean Daily Conc, mg/l=
359.636
TABLE 3.2
DISTRIBUTION OF YIELD BY WATER DISCHARGE CLASS INTERVAL.
NO. OF CLASSES =
20
,
CLASS INTERVAL =
1045.00
MINIMUM Q, CFS =
100.00,
MAXIMUM Q, CFS =
21000.00
CLASS DISCHARGE
SEDIMENT
INCREMENT OF
INCREMENT OF SEDIMENT
CFS
TONS/DAY
WATER, ACFT
%
%
TONS
CU YD
100.
2.
1
272.
0.16
0.01
9.
7.
1145.
195.
2
1835.
1.07
0.25
212.
169.
2190.
676.
3
2314.
1.35
0.51
430.
343.
3235.
1425.
4
2224.
1.30
0.67
562.
447.
4280.
2436.
5
2157.
1.26
0.81
677.
539.
5325.
3623.
6
5172.
3.01
2.22
1868.
1488.
6370.
4804.
7
6025.
3.51
2.85
2393.
1906.
7415.
6102.
8
5700.
3.32
2.92
2456.
1957.
8460.
7511.
9
35692.
20.79
19.65
16520.
13158.
9505.
9023.
10
37756.
21.99
22.11
18583.
14801.
10550.
10591.
11
29234.
17.03
18.03
15151.
12067.
11595.
12204.
12
16306.
9.50
10.52
8841.
7042.
12640.
13890.
13
9551.
5.56
6.42
5398.
4299.
13685.
15648.
14
5830.
3.40
4.07
3423.
2727.
14730.
17474.
15
3686.
2.15
2.67
2243.
1787.
15775.
19367.
16
1812.
1.06
1.36
1140.
908.
16820.
21323.
17
1531.
0.89
1.18
993.
791.
17865.
23341.
18
1531.
0.89
1.22
1023.
815.
18910.
25419.
19
1531.
0.89
1.25
1052.
838.
138
Chapter 8
Input Requirements and Program Output for SAM.yld
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