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<br />HYDRAULIC STRUCTURES <br /> <br />DRAINAGE CRITERIA MANUAL (V. 2) <br /> <br />HS-7 Lane's Weighted Creep: Recommended Ratios.....................................................................HS-34 <br /> <br />HS-8 General Cutoff Technique Suitability ...........,........................................................................... HS-35 <br /> <br />HS-9 Median (i.e., Dso) Size of District's Rlprap................................................................................HS-68 <br /> <br />HS-10 Subcritical Transition Energy Loss Coefficients....................................................................... HS-91 <br /> <br />Figures <br /> <br />HS-1 Probable Range of Drop Choices and Heights ........................................................................ HS-42 <br /> <br />HS-2a Hydraulic Analysis-Section at Crest of Drop.......................................................................... HS-43 <br /> <br />HS-2b Hydraulic Analysis-Profile for Sloping Drop........................................................................... HS-43 <br /> <br />HS-3 Typical Forces at Work in Grouted Sloping Boulder Structures .............................................. HS-44 <br /> <br />HS-4 Coefficient of Pressure Fluctuation, Cpo at a Hydraulic Jump .................................................. HS-45 <br /> <br />HS-5 Pressure Fluctuation Coefficient, Cp, Normalized for Consideration of Slope <br />and Jump Beginning on Slope ................................................................................................. HS-45 <br /> <br />HS-6 Coefficient of Pressure Fluctuation, Cp, in a Jump on a USBR II or III Basin ..........................HS-46 <br /> <br />HS-7a1 Grouted Sloping Boulder Drop With Trickle Channel ..............................................................HS-47 <br /> <br />HS-7a2 Grouted Sloping Boulder Drop With Trickle Channel ..............................................................HS-48 <br /> <br />HS-7a3 Grouted Sloping Boulder Drop With Trickle Channel ..............................................................HS-49 <br /> <br />HS-7a4 Grouted Sloping Boulder Drop With Trickle Channel ..............................................................HS-50 <br /> <br />HS-7b1 Grouted Sloping Boulder Drop With Low-Flow Channel..........................................................HS-51 <br /> <br />HS-7b2 Grouted Sloping Boulder Drop With Low-Flow Channel..........................................................HS-52 <br /> <br />HS-7b3 Grouted Sloping Boulder Drop With Low-Flow Channel..........................................................HS-53 <br /> <br />HS-7b4 Grouted Sloping Boulder Drop With Low-Flow Channel..........................................................HS-54 <br /> <br />HS-8 Grouted Sloping Boulder Drop With Low-Fiow Channel.......................................................... HS-55 <br /> <br />HS-9 Vertical Hard Basin Drop.......................................................................................................... HS-56 <br /> <br />HS-10 Vertical Drop Hydraulic System ............................................................................................... HS-57 <br /> <br />HS-11 Baffle Chute Drop Standard USBR Entrance .......................................................................... HS-58 <br /> <br />HS-12 Baffle Chute Crest Modifications and Forces........................................................................... HS-59 <br /> <br />HS-iv <br /> <br />06/2001 <br />Urban Drainage & Flood Control District <br /> <br />e <br /> <br />e <br /> <br />e <br />