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FLOOD03601
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Last modified
1/25/2010 6:27:45 PM
Creation date
10/4/2006 11:54:05 PM
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Floodplain Documents
County
Statewide
Community
State of Colorado
Stream Name
All
Basin
Statewide
Title
Evaluation of and Recommendations for Drop Structures in the Denver Metropolitan Area
Date
12/1/1986
Prepared For
UDFCD
Prepared By
McLaughlin Water Engineers, Ltd.
Floodplain - Doc Type
Educational/Technical/Reference Information
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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 />Section X <br /> <br />See discussion of new rip rap studies in Addendum Section I. <br /> <br />page X-2, first paragraph, last line, After reference "47" add <br />",69". <br />page X-4, next to last line, change "water" to <br />"stone". <br />page X-5, change equation X.3 and XA to read <br />R. = U,d/8 <br /> <br />X.3 <br /> <br />where <br />U, <br /> <br />= <br /> <br />(qRS)~ <br />Kinematic viscosity <br /> <br />X.4 <br /> <br />= <br /> <br />page X-6, Figure X-2, change phrase "umad (ref 65)" to <br />"Samad (~ef 42)", <br /> <br />page X-to and X-ll, the last heading and paragraph on page X-IO should be moved ahead of heading <br />on page X-ll which reads: <br />"Oril!inal Tractive Force Lol!arithmic Profile". <br /> <br />also add the foUowing phrase: <br />"The authors of this drop structure study have found this to be a very useful reference for <br />channel riprap sizing, within the limitations cited and realizing that the methodology will not <br />aUow analysis of currents at disparate direction from a sloping bank or in the situation of <br />shaUow flow, such as drop structures". <br /> <br />page X-II, after equation X,I4 and the phrase "mass density" add the phrase <br />"ofwater". <br /> <br />page X-B, change equation X.I6 and X.I7 to read: <br />best fit = 5 d,. <br />= 4 d,. <br /> <br />X.I6 <br />X.17 <br /> <br />page X-14, first paragraph, 6th line, change "Determinstic" to <br />"Deterministic", <br /> <br />2-3 <br />
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