Final Baseline Hydrology Report - October 2012 - Urban Drainage ...
Final Baseline Hydrology Report - October 2012 - Urban Drainage ...
Final Baseline Hydrology Report - October 2012 - Urban Drainage ...
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RUNOFF DRAINAGE CRITERIA MANUAL (V. 1)<br />
DRAINAGE CRITERIA MANUAL (V. 1)<br />
RUNOFF<br />
Table RO-7—Recommended Horton’s Equation Parameters<br />
NRCS Hydrologic Infiltration (inches per hour) Decay<br />
Soil Group Initial—f i <strong>Final</strong>—f o Coefficient—a<br />
A 5.0 1.0 0.0007<br />
B 4.5 0.6 0.0018<br />
C 3.0 0.5 0.0018<br />
D 3.0 0.5 0.0018<br />
To calculate the maximum infiltration depths that may occur at each time increment, it is necessary to<br />
integrate Equation RO-8 and calculate the values for each time increment. Very little accuracy is lost if,<br />
instead of integrating Equation RO-8, the infiltration rate is calculated at the center of each time<br />
increment. This “central” value can then be multiplied by the unit time increment to estimate the<br />
infiltration depth. This was done for the four NRCS hydrologic soil groups, and the results are presented<br />
in Table RO-8. Although Tables RO-7 and RO-8 provide recommended values for various Horton<br />
equation parameters, these recommendations are being made specifically for the urbanized or urbanizing<br />
watersheds in the Denver metropolitan area and may not be valid in different meteorologic and climatic<br />
regions.<br />
Table RO-8—Incremental Infiltration Depths in Inches*<br />
NRCS Hydrologic Soil Group<br />
Time in Minutes** A B C and D<br />
5 0.384 0.298 0.201<br />
10 0.329 0.195 0.134<br />
15 0.284 0.134 0.096<br />
20 0.248 0.099 0.073<br />
25 0.218 0.079 0.060<br />
30 0.194 0.067 0.052<br />
35 0.175 0.060 0.048<br />
40 0.159 0.056 0.045<br />
45 0.146 0.053 0.044<br />
50 0.136 0.052 0.043<br />
55 0.127 0.051 0.042<br />
60 0.121 0.051 0.042<br />
65 0.115 0.050 0.042<br />
70 0.111 0.050 0.042<br />
75 0.107 0.050 0.042<br />
80 0.104 0.050 0.042<br />
85 0.102 0.050 0.042<br />
90 0.100 0.050 0.042<br />
95 0.098 0.050 0.042<br />
100 0.097 0.050 0.042<br />
105 0.096 0.050 0.042<br />
110 0.095 0.050 0.042<br />
115 0.095 0.050 0.042<br />
120 0.094 0.050 0.042<br />
* Based on central value of each time increment in Horton's equation.<br />
** Time at end of the time increment.<br />
Figure RO-10—Slope Correction for Natural and Grass-Lined Channels<br />
RO-22 2007-01<br />
<strong>Urban</strong> <strong>Drainage</strong> and Flood Control District<br />
2007-01 RO-27<br />
<strong>Urban</strong> <strong>Drainage</strong> and Flood Control District