Simulation method of surface flow movement for ground irrigation
A surface irrigation and surface water flow technology, applied in special data processing applications, instruments, electrical digital data processing, etc., can solve problems such as low solution efficiency, complex expressions, and inability to simulate
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Embodiment 1
[0117] This embodiment provides a simulation method for surface water flow movement in surface irrigation. Through this simulation method, the movement of surface water flow during ground irrigation in the border fields of the Yehe irrigation area in Hebei Province is simulated. The selected basic situation of the border fields in the Yehe irrigation area of Hebei is : The length of the border is 100m, and the single-width flow rate when the water enters the border field for the first time is 3L / s m measured by the ultrasonic flowmeter, which is used as the initial condition for solving q. The soil infiltration parameter k of the border field measured by the test in 0.00063m / s α , the parameter α of the dimensionless infiltration index is 0.23, and the roughness coefficient n of the border surface obtained by estimating the surface water depth h measured at the border is 0.08s / m 1 / 3 .
[0118] The specific simulation steps are as follows:
[0119] Step 1. Select the total...
Embodiment 2
[0149] This embodiment provides a method for simulating the movement of surface water in surface irrigation. The operation process of this method is the same as that of Embodiment 1, except that:
[0150] The border field used for the test is the border field of the 222 regiment of the Xinjiang Construction Corps. The basic conditions of the border field are as follows: the length of the border field is 150 m, and the single-width flow rate when the water enters the border field for the first time is 6 L / s m measured by the ultrasonic flowmeter (that is, the initial condition of q q 0 =0.006), the water receiving time of the border field is 160min measured by the stopwatch, and the soil infiltration parameter k of the border field is measured by the double-loop seepage test in 0.00016m / s α , the parameter α of the dimensionless infiltration index is 0.42, and the roughness coefficient n of the border surface obtained by estimating the surface water depth h measured at the bor...
Embodiment 3
[0156] This embodiment provides a method for simulating the movement of surface water in surface irrigation. The operation process of this method is the same as that of Embodiment 1, except that:
[0157] The border field used for the test is the border field in the Dupanli irrigation area in Shandong Province. The basic situation of the border field is: the length of the border field is 130m, and the single-width flow rate when the water enters the border field for the first time is 4L / s m measured by the ultrasonic flowmeter (that is, the initial condition of q 0 =0.004), the water receiving time of the border field was measured as 120min by the stopwatch, and the soil infiltration parameter k of the border field was measured by the double-loop seepage test in 0.00026m / s α , the dimensionless infiltration index parameter α is 0.38, and the roughness coefficient n of the border surface is estimated by the measured surface water depth h at the border head to be 0.09s / m 1 / 3 . ...
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