Drainage Design Manual, Hydrology - Flood Control District of ...
Drainage Design Manual, Hydrology - Flood Control District of ... Drainage Design Manual, Hydrology - Flood Control District of ...
Drainage Design Manual for Maricopa County Hydrology: Application Figure 9.6 RATIONAL METHOD HYDROGRAPHS AT CONCENTRATION POINT C2 The Triangular Hydrograph Method is implemented in the current version of DDMSW. 9-24 August 15, 2013
Drainage Design Manual for Maricopa County Hydrology: Application 9.3 RAINFALL LOSSES 9.3.1 Procedures for the Green and Ampt Method A. When soils data are available: 1. Prepare a base map of the drainage area delineating subbasins, if used. 2. Determine the location of the study area in regard to the limits of the soil surveys provided in APPENDIX C. a. If the study area is completely contained within these limits: i. Overlay the watershed limits on the soil survey maps from the appropriate soil survey report(s) and tabulate the map units present within the watershed. ii. Cross reference the map units with those listed in APPENDIX C and tabulate the weighted value of XKSAT for each map unit and the corresponding percent imperviousness. iii. Proceed to item (3) or (4). b. If the study area is partly or entirely outside the limits of the soils surveys provided in APPENDIX C: i. Refer to the figure showing the status of soil surveys in Arizona (at the front of APPENDIX C) for other sources of soils data. Other sources of soils data are: • General soils surveys by county prepared by the NRCS. • Other detailed soil surveys. • US Forest Service Terrestrial Ecosystem Reports. ii. Using the data contained in the alternative source, follow the example procedure for determination of the weighted XKSAT value for each unique map unit that is included at the front of APPENDIX C. iii. Proceed to item (3) or (4). 3. If the watershed or subbasin contains only one soil texture, then determine XKSAT, PSIF and DTHETA from Table 4.1. August 15, 2013 9-25
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<strong>Drainage</strong> <strong>Design</strong> <strong>Manual</strong> for Maricopa County<br />
<strong>Hydrology</strong>: Application<br />
9.3 RAINFALL LOSSES<br />
9.3.1 Procedures for the Green and Ampt Method<br />
A. When soils data are available:<br />
1. Prepare a base map <strong>of</strong> the drainage area delineating subbasins, if used.<br />
2. Determine the location <strong>of</strong> the study area in regard to the limits <strong>of</strong> the soil surveys provided<br />
in APPENDIX C.<br />
a. If the study area is completely contained within these limits:<br />
i. Overlay the watershed limits on the soil survey maps from the appropriate<br />
soil survey report(s) and tabulate the map units present within<br />
the watershed.<br />
ii.<br />
Cross reference the map units with those listed in APPENDIX C and<br />
tabulate the weighted value <strong>of</strong> XKSAT for each map unit and the corresponding<br />
percent imperviousness.<br />
iii. Proceed to item (3) or (4).<br />
b. If the study area is partly or entirely outside the limits <strong>of</strong> the soils surveys provided<br />
in APPENDIX C:<br />
i. Refer to the figure showing the status <strong>of</strong> soil surveys in Arizona (at the<br />
front <strong>of</strong> APPENDIX C) for other sources <strong>of</strong> soils data. Other sources <strong>of</strong><br />
soils data are:<br />
• General soils surveys by county prepared by the NRCS.<br />
• Other detailed soil surveys.<br />
• US Forest Service Terrestrial Ecosystem Reports.<br />
ii.<br />
Using the data contained in the alternative source, follow the example<br />
procedure for determination <strong>of</strong> the weighted XKSAT value for each<br />
unique map unit that is included at the front <strong>of</strong> APPENDIX C.<br />
iii. Proceed to item (3) or (4).<br />
3. If the watershed or subbasin contains only one soil texture, then determine XKSAT,<br />
PSIF and DTHETA from Table 4.1.<br />
August 15, 2013 9-25