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FLOOD10420
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Last modified
1/29/2010 10:15:26 AM
Creation date
8/16/2007 10:57:12 AM
Metadata
Fields
Template:
Floodplain Documents
County
Adams
Broomfield
Weld
Community
Broomfield, Westminster and Thornton
Stream Name
Lower Big Dry Creek
Title
Lower Big Dry Creek Hydrology Study
Date
6/1/2005
Prepared For
Big Dry Creek Watershed Association
Prepared By
Wright Water Engineers, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<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 />8.0 <br /> <br />9.0 <br /> <br />7.2.3 Rock Creek, Boulder, Colorado.......................................................................56 <br />7.3 New Approaches to Improve Current Stormwater Management Practice.........................56 <br />7.3.1 Designing Stormwater Facilities to Better Match Flow Frequency Curve........57 <br />7.3.2 Full Spectrum Detention Concept ...................................................................60 <br />7.3.3 Using Concepts of Work to Evaluate Hydromodification Impacts in Santa <br />Clara Valley, California..... .............. ................................................................ .62 <br />7.3.4 Advanced Stormwater Management Strategies in Place in Other <br />Parts of the Country............ .............................................................................65 <br />7.4 Summary of Literature Review Findings............................................................................66 <br /> <br />HYDROLOGIC ANALYSIS ... .......... ...... ..."......... .................. ................ .............. ...........67 <br /> <br />8.1 Analysis of USGS Gage Data ............................................................................................67 <br />8.2 Characterization of Relative Contribution and Role of Base Flows ...................................73 <br />8.2.1 Wastewater Discharges ......... ...... ............ ............... ........................................74 <br />8.2.2 USGS Baseflow Data ......................................................................................77 <br />8.2.3 Irrigation Return Flows....... ....................... .................. ................ ...... ......... ..... 78 <br />8.3 Aerial Photo Review............ .......... ......................................................... ............................78 <br />8.4 Characterization of Summer 2004 Rainfall Events............................................................79 <br />8.5 Analysis of Existing and Proposed Detention ....................................................................85 <br />8.6 Expected Future Hydrologic Conditions ......................... ..................... ............................. .93 <br /> <br />STRATEGIES TO ADDRESS DRAINAGE AND FLOODING PROBLEMS................... 93 <br /> <br />9.1 Detention/Storage............................................................................................................. . 94 <br />9.2 Channel Stabilization ..........................." ............... ................ ...................................... ....... .95 <br />9.3 Targeted Infrastructure Improvements... .................... ............. ....................................... ...95 <br />9.4 Upstream Policies and Planning Strategies.......................................................................98 <br />9.5 Floodplain Acquisition. ............. ..... ......... .................... ......................................................100 <br />9.6 Public Education-Flood Protection.. ......... ............... ...... ....................... ............ .............104 <br />9.7 Public Education-Land Management ............................................................................105 <br /> <br />10.0 <br /> <br />CONCLUSIONS AND RECOMMENDATIONS ...........................................................107 <br />10.1 Hydrologic Analysis .......... ........... ....... "........... ...... ............................................................107 <br />10.2 Recommendations to Improve and Address Drainage Problems <br />in the LOINer Watershed..... ................ ......................... .................................. ................... 11 0 <br /> <br />11.0 <br /> <br />REFERENCES................... ........... ........ ............ ............................................. ........ ..... 114 <br /> <br />Paae <br /> <br />TABLES <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br /> <br />Estimates of Development in Big Dry Creek Watershed ................................................................19 <br />DRCOG (2005) Population and Employment Forecast for Big Dry Creek Watershed................... 19 <br />Portions of Big Dry Creek Subject to Erosion (from WWE 2000)...................................................23 <br />Detention Requir1ements for Developments................................................................................... .28 <br />Allowable Release Rates (cfs/acre) of Detention Ponds: Values Used for <br />Cities of Broomfield, Westminster, Thornton and Adams County..................................................29 <br />Summary of Drainage Studies Along Big Dry Creek ......................................................................32 <br />USGS Gages on Big Dry Creek.. ......... ........ .................. ........................................................... ......69 <br />Summary of USGS Field Measurements at Fort Lupton Gage ......................................................77 <br />Summer 2004 Rainfall for Big Dry Creek Flooding Events.............................................................79 <br />Peak Flow Rates from Big Dry Creek Master Plans.......................................................................82 <br />Summary of Rough Estimates of Required and Actual Detention in Big Dry Creek Watershed ....86 <br />Existing and Proposed Storage Facilities in Big Dry Creek Master Plans ......................................88 <br /> <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br /> <br />iii <br />
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