Recoding tables for water and sediment flow modeling |
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Rainfall events |
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5y ret.period,60min. |
0.00001764 |
=63.5mm/h |
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31.3.2002 |
0.00000664 |
23.9mm/h |
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31.3.2002(Reedy Creek in Raleigh) |
0.00001200 |
43.2mm/h |
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soil texture |
sandy loam,gravel-sandy loam |
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Ks=21.8mm/h |
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R factor |
270 |
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Final golf course conditions, rainfall 43.2mm/h |
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Category # |
LC Description |
Manning n |
C factor |
rainfall [m/s] |
est.infiltration |
inf. rates |
rainfall excess |
rainfall excess |
Kt |
Dc |
tau_cr |
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[m/s] |
[mm] |
[m/s] |
[m/s] |
[mm/h] |
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1 |
wooded |
0.19 |
0.003 |
0.00001200 |
54.0 |
0.00001500 |
-0.00000300 |
-10.80000000 |
0.0001 |
0.000271 |
2.0300 |
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2 |
paved road |
0.01 |
0.000 |
0.00001200 |
0.0 |
0.00000000 |
0.00001200 |
43.20000000 |
0.0000 |
0.000000 |
7.0000 |
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3 |
young forest |
0.19 |
0.002 |
0.00001200 |
54.0 |
0.00001500 |
-0.00000300 |
-10.80000000 |
0.0001 |
0.000271 |
2.0300 |
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4 |
impermeable surface |
0.01 |
0.000 |
0.00001200 |
0.0 |
0.00000000 |
0.00001200 |
43.20000000 |
0.0000 |
0.000000 |
7.0000 |
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5 |
wetland |
0.5 |
0.000 |
0.00001200 |
0.0 |
0.00000000 |
0.00001200 |
43.20000000 |
0.0000 |
0.000271 |
2.0300 |
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6 |
grass-rough |
0.23 |
0.010 |
0.00001200 |
36.0 |
0.00001000 |
0.00000200 |
7.20000000 |
0.0005 |
0.000367 |
2.0300 |
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7 |
grass-teebox |
0.2 |
0.020 |
0.00001200 |
36.0 |
0.00001000 |
0.00000200 |
7.20000000 |
0.0005 |
0.000367 |
2.0300 |
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8 |
grass-fairway |
0.2 |
0.020 |
0.00001200 |
36.0 |
0.00001000 |
0.00000200 |
7.20000000 |
0.0005 |
0.000367 |
2.0300 |
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9 |
grass |
0.1 |
0.040 |
0.00001200 |
36.0 |
0.00001000 |
0.00000200 |
7.20000000 |
0.0005 |
0.000463 |
2.0300 |
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10 |
sandtrap |
0.02 |
1.000 |
0.00001200 |
68.4 |
0.00001900 |
-0.00000700 |
-25.20000000 |
0.0007 |
0.000607 |
0.3000 |
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11 |
bare soil |
0.03 |
0.900 |
0.00001200 |
21.6 |
0.00000600 |
0.00000600 |
21.60000000 |
0.0008 |
0.000607 |
2.0300 |
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12 |
water |
0.99 |
0.000 |
0.00001200 |
0.0 |
0.00000000 |
0.00001200 |
43.20000000 |
0.0000 |
0.000000 |
2.0300 |
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Construction, bare soil conditions, rainfall 43.2mm/h |
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Category # |
LC Description |
Manning n |
C factor |
rainfall [m/s] |
est.infiltration |
inf. rates |
rainfall excess |
rainfall excess |
Kt |
Dc |
tau_cr |
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[m/s] |
[mm] |
[m/s] |
[m/s] |
[mm/h] |
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1 |
wooded |
0.19 |
0.003 |
0.00001200 |
54.0 |
0.00001500 |
-0.00000300 |
-10.80000000 |
0.0001 |
0.000271 |
2.0300 |
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2 |
paved road |
0.01 |
0.000 |
0.00001200 |
0.0 |
0.00000000 |
0.00001200 |
43.20000000 |
0.0000 |
0.000000 |
7.0000 |
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3 |
young forest |
0.19 |
0.002 |
0.00001200 |
54.0 |
0.00001500 |
-0.00000300 |
-10.80000000 |
0.0001 |
0.000271 |
2.0300 |
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4 |
impermeable surface |
0.01 |
0.000 |
0.00001200 |
0.0 |
0.00000000 |
0.00001200 |
43.20000000 |
0.0000 |
0.000000 |
7.0000 |
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5 |
wetland |
0.5 |
0.000 |
0.00001200 |
0.0 |
0.00000000 |
0.00001200 |
43.20000000 |
0.0000 |
0.000271 |
2.0300 |
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6 |
grass-rough (BARE SOIL) |
0.03 |
1.000 |
0.00001200 |
10.8 |
0.00000300 |
0.00000900 |
32.40000000 |
0.0008 |
0.000300 |
2.4000 |
increase in bulk density |
7 |
grass-teebox (BARE SOIL) |
0.03 |
1.000 |
0.00001200 |
10.8 |
0.00000300 |
0.00000900 |
32.40000000 |
0.0008 |
0.000300 |
2.4000 |
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8 |
grass-fairway (BARE SOIL) |
0.03 |
1.000 |
0.00001200 |
10.8 |
0.00000300 |
0.00000900 |
32.40000000 |
0.0008 |
0.000300 |
2.4000 |
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9 |
grass |
0.1 |
0.040 |
0.00001200 |
36.0 |
0.00001000 |
0.00000200 |
7.20000000 |
0.0005 |
0.000463 |
2.0300 |
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10 |
sandtrap (BARE SOIL) |
0.03 |
1.000 |
0.00001200 |
10.8 |
0.00000300 |
0.00000900 |
32.40000000 |
0.0008 |
0.000300 |
2.4000 |
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11 |
bare soil |
0.03 |
0.900 |
0.00001200 |
21.6 |
0.00000600 |
0.00000600 |
21.60000000 |
0.0008 |
0.000607 |
2.0300 |
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12 |
water |
0.99 |
0.000 |
0.00001200 |
0.0 |
0.00000000 |
0.00001200 |
43.20000000 |
0.0000 |
0.000000 |
2.0300 |
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