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FLOOD06183
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Last modified
1/25/2010 7:08:10 PM
Creation date
10/5/2006 2:04:58 AM
Metadata
Fields
Template:
Floodplain Documents
County
Douglas
Community
Denver, Douglas County
Stream Name
Dad Clark Gulch
Basin
South Platte
Title
Flood Hazard Area Delineation
Date
5/1/1981
Prepared For
Denver, Douglas County
Prepared By
UDFCD
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />. <br />. <br />'. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br /> <br />Section <br /> <br />I. <br /> <br />II. <br /> <br />III. <br />IV. <br />V. <br /> <br />VI. <br /> <br />APPENDIX <br /> <br />TABLE OF CONTENTS <br /> <br />ABSTRACT .............................................. <br /> <br />INTRODUCTION .......................................... <br /> <br />A. Scope of Work .................................. <br /> <br />B. Coordination................................... <br /> <br />C. Methodology........................ .............. <br /> <br />DRAINAGE BASIN CHARACTERISTICS ........................ <br /> <br />A. General ........................................ <br /> <br />B. Dad Clark Gulch................................ <br />C. Cl imato logy and Flood Hi stor y .................. <br /> <br />HYDROLOGIC ANAL YS IS ................................... <br />HYDRAULIC ANAL YS IS .................................... <br />FLOOD HAZARD AREA DELINEATION......................... <br /> <br />A. Flood Frequency and Di scharge .................. <br />B. Flood Plain and Floodway Data .................. <br />C. Flood Velocities and Erosion Potential......... <br /> <br />REFERENCES ............................................ <br /> <br />Flood Pl ain and Floodway Reference Data <br />Sampl e Flood Hydrographs <br />Peak Flow Profiles <br />Flood Hazard Area Del ineation Drawings, Sheets 1 through 23 <br /> <br />LIST OF TABLES <br /> <br />o rii'~-i""~'!" i <br />\wi ,," ' '0', i <br />o . f.;,;; ~-XJl') ''i,> <br />en) l>-_, """'I' ! <br />(, .,c0R/r:n H''l"T'''''~'n <br />[j'::; '--"'-~ -? ", ", ""~I-f'l'-"~Tln",: '",) <br />;_''-d .'~i. U (' " J '-:) D(11RM <br />l~;L~! ',',: Si ;,"_T" LcJ:U,:.<:i'" I"~ <br />DL/tW'<:I?] CVi.J;':b~,-"r\. (" <br />~ l/l;;,;U 00203 <br /> <br />Page <br /> <br />Page <br /> <br />TABLE 1 - DESIGN 100-YEAR RAINFALL PATTERN....................... 5 <br />TABLE 2 - WATERSHED AND HYDROGRAPH PARAMETERS AND CALCULATED PEAK 7 <br /> <br />FLOW RATES ............................................. <br /> <br />TABLE 2A- PEAK FLOW RATES......................................... 7 <br /> <br />TABLE 3 - FLOOD PLAIN AND FLOODWAY REFERENCE DATA (without <br />tentative culvert-type road crossings), sheets A - G... Appendix <br /> <br />1 <br /> <br />1 <br /> <br />1 <br />2 <br />2 <br /> <br />2 <br /> <br />2 <br />2 <br />3 <br /> <br />4 <br /> <br />8 <br /> <br />9 <br /> <br />9 <br />9 <br />11 <br /> <br />12 <br /> <br />TABLE 4 - FLOOD PLAIN AND FLOODWAY REFERENCE DATA (backwater at <br />tentative culvert-type road crossings sheets), A and B. Appendix <br /> <br />LIST OF FIGURES <br /> <br />FIGURE 1 - PEAK TIME AND RATE OF FLOW COEFFICIENTS <br />FIGURE 2 - IMPERVIOUS AREA/HOUSING DENSITY CURVE <br /> <br />.............. <br /> <br />6 <br />6 <br /> <br />. . . . e . . ~ . . . . . . . . <br /> <br />FIGURE 3 - SAMPLE FLOOD HYDROGRAPHS (at stations <br />101 +23 AND 147+00) ................................... Append ix <br /> <br />FIGURE 4 - SAMPLE FLOOD HYDROGRAPHS (at stations <br />801 + 16 AND 209+80) ................................... Append ix <br /> <br />FIGURE 5 - SAMPLE FLOOD HYDROGRAPHS (at stations <br />512+65 AND 301+00) ................................... Append ix <br /> <br />FIGURE 6 - PEAK FLOW PROFILE (Reach 1 from <br /> station 100+00 to station 240+00) .................... <br />FIGURE 7 - PEAK FLOW PROFILE (Reach 1 from <br /> stat ion 240+00 to stat ion 380+00) .................... <br />FIGURE 8 - PEAK FLOW PROFILE (Reaches 2 and 3 from <br /> station 380+00 to stat ion 520+00) .................... <br />FIGURE 9 - PEAK FLOW PROFILE (Reaches 3 and 4 from <br /> station 520+00 to station 660+00) .................... <br /> <br />Appendix <br /> <br />Append ix <br /> <br />Appendix <br /> <br />Appendix <br /> <br />FIGURE 10 - PEAK FLOW PROFILE (Reach 5 from <br />station 660+00 to station 800+00) <br /> <br />FIGURE 11 - PEAK FLOW PROFILE (Reach 6 from <br />station 800+00 to station 940+00) <br /> <br />.................... <br /> <br />Append ix <br /> <br />.................... <br /> <br />Append ix <br />
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