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FLOOD00385
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Last modified
11/23/2009 1:21:52 PM
Creation date
10/4/2006 9:15:03 PM
Metadata
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Template:
Floodplain Documents
County
Boulder
Community
Boulder
Stream Name
Boulder Creek
Title
South Boulder Creek Interim Hydrology Study
Date
7/1/2000
Prepared For
Boulder County
Prepared By
Taggart Engineering Associates, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />ii <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />TABLE OF CONTENTS (Continued) <br /> <br />SECTION V - HYDROLOGY MODEL ............,.................. V-I <br /> <br />Model Overview . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. V-'I <br /> <br />Limitations ............................................... V-,) <br />Stream Flow Modeling ....................................... V-;2 <br />Representative 100-Year Flood Hydrographs .............. . . . . . . . . " V-3 <br />Reasonableness Checks ..................................... V-15 <br />Agency and Consultant Reviews ............................... V-2!l <br /> <br />Conclusions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. V-31 <br /> <br />SECTION VI - REFERENCES <br /> <br />SECTION VII - RAINFALL MEMORANDA AND RESPONSES, DRAFT REPORT <br />REVIEW <br /> <br />SECTION VIII - ELDORADO GAGE AND GROSS RESERVOIR INFORMATION <br /> <br />SECTION IX - SUPPLEMENTAL DEFINITIONS <br /> <br />FIGURES <br /> <br />Figure 1-1 South Boulder Creek Discharge Profile ..................... 1-15, <br />Figure 1-2 The West Valley Overflow Discharge Profile ................. 1-16 <br />Figure 11-1 Historical South Boulder Valley Topography. . . . . . . . . . . . . . .. 11-14 <br />Figure 111-1 Area Reduction Factor Below Gross ...................... 111.6 <br />Figure 111-2 South Boulder Creek 100-Year Rainfall: <br />Zone 1 NOAA Uncorrected vs. TEA Corrected .............. 111-7 <br />Figure 111-3 100-Year Design Storm: Zone 1 . . . . . . . . . . . . . . . . . . . . . . . . . 111-8 <br />Figure IV-1 SCS vs. Horton Infiltration: <br />Zone1, 100 Year, Cumulative, CN = 45 .................. IV-5 <br />Figure IV-2 SCS vs. Horton Infiltration: <br />Zone = 1,100Year, Cumulative, CN = 55................ IV-6 <br />Figure IV-3 SCS VS. Horton Infiltration: <br />Zone 1,100 Year, Cumulative, CN = 60 . . . . . . . . . . . . . . . . . . IV-7 <br />Figure IV-4 SCS vs. Horton Infiltration: <br />Zone1, 100 Year, Cumulative, CN = 65 .................. IV-8 <br />Figure IV-5 SCS vs. Horton Infiltration <br />Zone 1, 100 Year, Cumulative, CN = 70 . . . . . . . . . . . . . . . . . . IV-9 <br />Figure IV-6 SCS vs. Horton Infiltration <br />Zone = 1,100 Year, Cumulative, CN = 78 . . . . . . . . . . . . . . . IV-10 <br />
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