A hydraulic design method for the pipe diameter of a micro-irrigation capillary pipe based on a flow deviation coefficient
A technology of deviation coefficient and hydraulic design, applied in the direction of calculation, electrical digital data processing, special data processing applications, etc., can solve problems such as inability to solve multiple calculation values, failure to consider capillary arrangement form, low design efficiency, etc.
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[0130] Known information: capillary tube length L = 89.7m, emitter spacing s e =0.3m, local head loss expansion factor F s = 1.10, capillary inlet length ratio u = 1.0, emitter pressure flow relationship is q = 0.411h 0.615 , emitter design flow rate q d =1.5L / h, design standard of flow deviation coefficient [C Vq(h) ] = 0.019.
[0131] Case I: When the terrain slope type p=-1, the terrain slope S 0 =0.005, calculate the design pipe diameter D and the inlet working water head h of the one-way reverse slope capillary 0 . The specific design process is as follows:
[0132] 1) Calculate the design working water head h of the emitter d
[0133]
[0134] 2) Calculate the total number of emitters N
[0135]
[0136] 3) Calculate the Christiansen coefficient F C
[0137]
[0138] 4) Calculate the terrain height difference ΔH between the inlet and the end of the one-way reverse slope capillary S
[0139] ΔH S =pS 0 L=-1×0.005×89.7=-0.449(m)
[0140] 5) Use for...
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