Debris flow siltation and overflow scope boundary defining method and danger zoning method
A debris flow and range technology, which is used in the boundary delineation of debris flow deposition and flooding, the dangerous zoning of debris flow deposition and flooding areas, and the research field of debris flow deposition fans. question
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Embodiment 1
[0076] From the evening of August 7 to the early morning of August 8, 2010, heavy rainfall caused large-scale debris flows to occur simultaneously in Sanyanyugou and Luojiayugou in the north of Zhouqu County, Gansu Province. 4 m 3 and 35.7×10 4 m 3 , causing extremely serious loss of life and property. Using the 1:50000 topographic map of Zhouqu County ( figure 1 ), to delineate the boundary of the debris flow siltation flooding area.
[0077] Step S1, determine the basic data
[0078] According to the topographic map of 1:50000, combined with the field investigation, the basic geographical terrain data of the main channel of the debris flow are determined, including: determining the geographical location of the main channel of the debris flow ( figure 2 center dotted line), determine the flow section A of the debris flow ditch mouth 0 B 0 Location( figure 2 ), the measurement determines the cross-section A 0 B 0 Width L 0 =43.65m, determine section A 0 B 0 The ...
Embodiment 2
[0090] Based on the first embodiment, the danger zone of the debris flow accumulation fan is further carried out.
[0091] Step S5, determine the specified cross-section E j f j
[0092] In the "8.7" Sanyanyu debris flow sedimentation and flooding area (elevation range: 1500m ~ 1320m) delineated in the first embodiment, the designated flow section E is determined at intervals of 5m height difference j f j , j = 1, 2...m positions, a total of 36 specified flow sections are determined ( Figure 6 ).
[0093] Measure each section E j f j the width L j ,j=1,2...m, measure and calculate each section E j f j Debris flow hydraulic gradient i j ,j=1,2...m.
[0094] Step S6, determine the specified cross-section E j f j average flow depth h j with the average velocity v j
[0095] Set parameter Q=1712m 3 / s, section E j f j the width L j ,j=1,2...m and the calculated value i of the debris flow hydraulic gradient at each section j Substitute into Equation 5~Equation...
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