The unit flow rate passing through a wide channel is 6.0 m2/s. As shown in the figure, the channel consists of three infinitely long sections with different slopes, and the base slopes of each section are shown on the figure. There is a fully closed vertically movable cover in the S01 inclined channel, and the water passes over the cover. The water depth formed just downstream of the cover is 0.6m, and the height of the relief structure at the beginning of the S03 inclined channel is 4m. What is the water depth at the beginning of the profile formed just downstream of the relief structure in the S03 inclined channel by taking the Manning coefficient of friction of 0.02?
The unit flow rate passing through a wide channel is 6.0 m2/s. As shown in the figure, the channel consists of three infinitely long sections with different slopes, and the base slopes of each section are shown on the figure. There is a fully closed vertically movable cover in the S01 inclined channel, and the water passes over the cover. The water depth formed just downstream of the cover is 0.6m, and the height of the relief structure at the beginning of the S03 inclined channel is 4m. What is the water depth at the beginning of the profile formed just downstream of the relief structure in the S03 inclined channel by taking the Manning coefficient of friction of 0.02?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The unit flow rate passing through a wide channel is 6.0 m2/s. As shown in the figure, the channel consists of three infinitely long sections with different slopes, and the base slopes of each section are shown on the figure. There is a fully closed vertically movable cover in the S01 inclined channel, and the water passes over the cover. The water depth formed just downstream of the cover is 0.6m, and the height of the relief structure at the beginning of the S03 inclined channel is 4m. What is the water depth at the beginning of the profile formed just downstream of the relief structure in the S03 inclined channel by taking the Manning coefficient of friction of 0.02?
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geçmektedir. Kapağın hemen
mansabında oluşan su derinliği
0,6m, S03 eğimli kanalın
başlangıcında yer alan kabartma
yapısının yüksekliği 4m dir.
Manning sürtünme katsayısını
0,02 alarak So3 eğimli kanalda
kabartma yapısının hemen
mansabında oluşan profilin
başlangıcındaki su derinliği
kaçtır?
So = 0,0008
Sez = 0,02
Sas -0,0004
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