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w0649

VIEWS: 2 PAGES: 1

									  b = width = 100 ft
            Spillway apron
                                                              V2
                                                         y2
                                   V1 = 18 ft/s


                   y1 = 0.60 ft                                    Downstream
                                                                    obstacles
                                     (a)


        4
                                                         q = 10.8 ft2/s
                                               (2)
        3
y, ft




        2
                                  (2')

        1                                                                 (1)

                                                     hL = 2.26 ft
        0
            0       1        2            3          4             5            6
                                         E2 = 3.37                     E1 = 5.63
                                     E, ft
                                     (b)

								
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