A Calculation Method of Viscous Debris Flow Blocking River and Its Application
A calculation method and technology of debris flow, applied in the direction of calculation, special data processing applications, instruments, etc., can solve the problems of calculation errors, affecting the accuracy of debris flow blocking rivers, and adversely affecting the effect of debris flow prevention and control, so as to achieve accurate judgment models and simplified judgments on river blocking. factors, judgment results, concise and to-the-point effects
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Embodiment 1
[0049] A method for calculating river blocking by viscous debris flow, comprising the following steps:
[0050] a. The confluence angle between the tributary ditch and the main river measured on the spot or on the topographic map , 85° 95°;
[0051] b. Measure the average width of the main river at the intersection of the main river and the tributaries B. 1 , unit m, main river flow Qm, unit m 3 / s, according to formula 1 to determine the single-width discharge Q of the main river 1 , unit m 2 / s;
[0052] (Formula 1);
[0053] c. Measure the average width of the tributary at the intersection of the main river and the tributary on the spot B 2 , unit m, debris flow flow , unit m 3 / s, according to the formula 2 to determine the flow rate of the single width of the tributary ditch 2 , unit m 2 / s;
[0054] (Formula 2);
[0055] d. The single-width flow Q of the main river 1 and tributary single width flow 2 Substitute into Equation 3 to determine...
Embodiment 2
[0066] A method for calculating river blockage by viscous debris flow is characterized in that it comprises the following steps:
[0067] a. The confluence angle between the tributary ditch and the main river measured on the spot or on the topographic map , 85° 95°;
[0068] b. Measure the average width of the main river at the intersection of the main river and the tributaries B. 1 , unit m, main river flow Qm, unit m 3 / s, according to formula 1 to determine the single-width discharge Q of the main river 1 , unit m 2 / s;
[0069] (Formula 1);
[0070] c. Measure the average width of the tributary at the intersection of the main river and the tributary on the spot B 2 , unit m, debris flow flow , unit m 3 / s, according to the formula 2 to determine the flow rate of the single width of the tributary ditch 2 , unit m 2 / s;
[0071] (Formula 2);
[0072] d. The single-width flow Q of the main river 1 and tributary single width flow 2 Substitute in...
Embodiment 3
[0084] A method for calculating river blockage by viscous debris flow is characterized in that it comprises the following steps:
[0085] a. The confluence angle between the tributary ditch and the main river measured on the spot or on the topographic map , 85° 95°;
[0086] b. Measure the average width of the main river at the intersection of the main river and the tributaries B. 1 , unit m, main river flow Qm, unit m 3 / s, according to formula 1 to determine the single-width discharge Q of the main river 1 , unit m 2 / s;
[0087] (Formula 1);
[0088] c. Measure the average width of the tributary at the intersection of the main river and the tributary on the spot B 2 , unit m, debris flow flow , unit m 3 / s, according to the formula 2 to determine the flow rate of the single width of the tributary ditch 2 , unit m 2 / s;
[0089] (Formula 2);
[0090] d. The single-width flow Q of the main river 1 and tributary single width flow 2 Substitute into...
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