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Drainage Design Manual, Hydrology - Flood Control District of ...

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<strong>Drainage</strong> <strong>Design</strong> <strong>Manual</strong> for Maricopa County<br />

<strong>Hydrology</strong>: Acknowledgements, Comments & Revisions<br />

Chapter 3 - The RATIONAL.EXE program has been updated to better match 10-year rainfall<br />

intensities for durations between 10 and 20 minutes as shown on the I-D-F curve, . The revised<br />

program is supplied on the DDMS diskette available with this revision (see 6. below).<br />

Chapter 4 - A table has been added to help with the selection <strong>of</strong> IA, RTIMP, and percent vegetation<br />

cover for representative urban land use types in Maricopa County.<br />

Chapter 5 - Two new S-graphs have been added for use in Maricopa County. The newly added<br />

S-graphs are the Desert/Rangeland S-graph and the Agricultural S-graph. A table has also been<br />

added to facilitate the selection <strong>of</strong> S-graph type and K n values for those S-graphs for estimation<br />

<strong>of</strong> basin lag time.<br />

Chapter 6 - The Normal-Depth routing method has been added to the <strong>Manual</strong> as an additional<br />

routing method for use in flood hydrology studies in Maricopa County.<br />

Appendix I - A new computer program and user's guide have been added to this revision <strong>of</strong> the<br />

<strong>Manual</strong>. The new program brings together the PREFRE program, a modified version <strong>of</strong> the loss<br />

parameter spreadsheet functionality, and the MCUHP programs to speed up the creation <strong>of</strong><br />

HEC-I models using the methodologies recommended in the <strong>Manual</strong>. Additionally, two changes<br />

have been made to the MCUHP programs. First, the SCS Type II 24-hour design storm temporal<br />

distribution has been corrected and is now entered into the HEC-I data file as a 15 minute distribution.<br />

Second, the two S-graphs added to Chapter 5 have been incorporated into the MCUHP2<br />

program.<br />

Appendix K - An appendix <strong>of</strong> K n values for various real watersheds has been supplied for additional<br />

help in the selection <strong>of</strong> watershed K n values. These data were taken from a report by<br />

George V. Sabol Consulting Engineers, Inc., performed for the <strong>District</strong> since the last <strong>Manual</strong> revision.<br />

Overview <strong>of</strong> Changes Made For The Fourth Edition<br />

All Chapters - Policies and standards were removed to a separate volume entitled Policies and<br />

Standards for Maricopa County, Arizona, 2003. This allows each jurisdictional entity to customize<br />

its policies and standards to meet its community’s needs. Also all references to the MCUHP<br />

programs were changed to DDMSW.<br />

Chapter 1 Introduction – In general, the contents were reformatted into a single section. Also,<br />

a brief discussion <strong>of</strong> the contents <strong>of</strong> each chapter was added.<br />

Chapter 2 Rainfall – The table identifying design rainfall criteria is eliminated as this information<br />

is listed in the Policies and Standards for Maricopa County, Arizona, 2003. Procedures for deter-<br />

iv August 15, 2013

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