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# Review Sheet for CE 330 with Professor Parr at KU

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This 1 page Class Notes was uploaded by an elite notetaker on Friday February 6, 2015. The Class Notes belongs to a course at Kansas taught by a professor in Fall. Since its upload, it has received 20 views.

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Date Created: 02/06/15
CE 330 Thanksgiving Homework Specific Energy in Open Channel Flow Problem 1 Water ows at the rate of 550 y cfs in a 10ft wide rectangular channel The depth at Section 1 is 11 feet for ac below Q 550 cfs It is different for part d Y1 yz a Determine speci c energy and the Froude Number for Section 1 4EAZ b A smooth transition occurs where the bed rises 15 feet Determine the depth and Froude number at Section 2 c Determine the minimum bed rise required if Section 2 becomes critical This is the incipient choke condition Also nd yo d lfthe bed rise is 6 feet determine y1 and y2 This will be the choke condition where upstream flooding occurs thus y1 increases y2 will be critical a 1139 0266 b 935 0339 c 458 454 d 125 454 Problem 2 Water ows at the rate of 550 cfs in a Elevation View 10ft wide rectangular channel The depth at x Section 1 is 11 feet for ac below Q 550 cfs It is different for part d gt y1 W a Determine speci c energy and the Froude Number for Section 1 Same as above b A smooth lateral transition occurs where the bed width reduces to 9 feet Determine the Plan View depth and Froude number at Section 2 K c Determine the minimum bed width required 31 10ft 32 if Section 2 becomes critical This is the incipient choke condition Also find yc2 d lfthe bed width is 4 feet determine y2 and y1 This will be the choke condition where upstream flooding occurs thus y1 increases a 1139 0266 b 109 c 463 759 d 122 836 Problem 3 Water ows uniformly in a trapezoidal channel with a base width of 15 feet and side slopes of21 horvert If n 0030 So 0001 and the uniform depth is 10 feet determine the following a Discharge b Froude number for uniform ow c The speci c energy for uniform ow d The critical depth a 1790 cfs b 0356 c 1040 d 584 15

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