2
1027.00
71.88
1420.50
1.00
6.25
3
1814.00
65.63
2207.50
1.00
6.25
4
2601.00
59.38
2994.50
1.00
6.25
5
3388.00
53.13
3781.50
1.00
6.25
6
4175.00
46.88
4568.50
1.00
6.25
7
4962.00
40.63
5355.50
0.00
0.00
8
5749.00
40.63
6142.50
0.00
0.00
9
6536.00
40.63
6929.50
1.00
6.25
10
7323.00
34.38
7716.50
1.00
6.25
11
8110.00
28.13
8503.50
0.00
0.00
12
8897.00
28.13
9290.50
0.00
0.00
13
9684.00
28.13
10077.50
1.00
6.25
14
10471.00
21.88
10864.50
1.00
6.25
15
11258.00
15.63
11651.50
0.00
0.00
16
12045.00
15.63
12438.50
0.00
0.00
17
12832.00
15.63
13225.50
0.00
0.00
18
13619.00
15.63
14012.50
1.00
6.25
19
14406.00
9.38
14799.50
1.00
6.25
20
15193.00
3.13
15586.50
0.50
3.13
21
15980.00
0.00
____________
TOTAL TIME
=
16.00
TOTAL EVENTS=
17
MAXIMUM VALUE
=
15980.00
EVENT NO.=
9
MINIMUM VALUE
=
240.00
EVENT NO.=
17
% BELOW RANGE
=
0.0000
ABOVE RANGE =
0.0000
TABLE 2.6
INTEGRATION PARAMETERS FOR HYDROGRAPH OPTION
MINIMUM FLOW, CFS
=
240.00
MAXIMUM FLOW, CFS
=
15980.00
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 =
17.000
WATER YIELD,
ACFT =
188757.,
Mean Daily Flow, CFS =
5597.94
SEDIMENT YIELD, TONS =
89439.,
Mean Daily Load, T/D =
5261.
CUYD =
71237.,
Mean Daily Conc, mg/l=
348.084
TABLE 3.2
DISTRIBUTION OF YIELD BY WATER DISCHARGE CLASS INTERVAL.
NO. OF CLASSES =
20
,
CLASS INTERVAL =
787.00
MINIMUM Q, CFS =
240.00,
MAXIMUM Q, CFS =
15980.00
CLASS DISCHARGE
SEDIMENT
INCREMENT OF
INCREMENT OF SEDIMENT
CFS
TONS/DAY
WATER, ACFT
%
%
TONS
CU YD
240.
12.
1
4728.
2.50
0.23
210.
167.
1027.
159.
2
2888.
1.53
0.33
294.
234.
1814.
471.
3
4597.
2.44
0.80
715.
570.
140
Chapter 8
Input Requirements and Program Output for SAM.yld
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