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METHOD FOR LOWERING WATER LEVEL IN HIGHLAND ROCK BURST LAKE
METHOD FOR LOWERING WATER LEVEL IN HIGHLAND ROCK BURST LAKE
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机译：高地岩爆湖水位分级方法
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摘要
Use: in construction, geology, hydro-energy, in particular by lowering the level of water dammed lakes. SUMMARY OF THE INVENTION: according to the results of geotechnical research and hydro dam formed landslide of rocks, set arrangement of the individual blocks of sliding body (1) provided with respect to monolithic arrays of rock, and cracks. Cracks partially formed before the formation of the landslide displacements bead valley as cracks bead resistance, compressing and discharging a concentration of tensile stresses. These cracks are oriented substantially parallel to the buried channel (4). By moving landslides on existing cracks proVC4 proceeds dissection landslide body into separate blocks secant formation of new cracks. In the formation of the dam is the destruction and caving ground in bead portions to form a slope (5) izosypnogo particulate soil, which has bo Lee Referring destroying at razmo- panying overlaps cavity cracks. This also contributes to the sludge formed by sedimentation in the lake upstream side. Simultaneously with the detection and mapping of landslide dam cracks on the surface of the set locations vtoka water on the upstream side both on the water's edge of the lake, and ne depths. Then, in the field of submerged outlets landslide cracks on the upper slope (6) is produced t talus soil removal and sludge, for example by explosion of charges and soil collapses down the slope. It is also possible to use zemsnar rows. Serial clearing outputs landslide cracks increase water flow through the fractures filtruyuscheys. Thus there is a lowering of the level (7) to a predetermined marks (8). Simultaneously with the development of the soil produced varying control flow rate and water flow rate in the downstream. Development of soil is stopped when the flow rate of water flow and the speed of movement of the ca ts to the critical value m, i.e., when possible erosion channel deposits and water flow passage in the sel. 2 yl. 8 E M w w J XI with:
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机译：用途：在建筑，地质，水力发电中，特别是通过降低水坝湖泊的水位来实现。发明内容根据岩土工程研究和水坝形成的岩石滑坡的结果，相对于岩石的整体阵列和裂缝设置了滑动体（1）的各个块的布置。裂缝在形成滑坡位移珠谷之前部分地形成，是作为抗裂纹珠，压缩和释放集中的拉应力而形成的。这些裂纹的取向基本平行于掩埋通道（4）。通过在现有裂缝上移动滑坡，proVC4将滑坡体分解成单独的块，割线形成新裂缝。在大坝的形成过程中，破坏和塌陷在珠子部分形成了一个斜坡（5）izosypnogo颗粒土壤，在渗砂作用下，Bo Lee Refering破坏与空腔裂缝重叠。这也造成了在湖上游侧由于沉积而形成的淤泥。与设置位置的表面上的滑坡坝裂缝的检测和测绘同时，上游侧的vtoka水在湖边和水深处均不可见。然后，在淹没的出口区域，例如通过装料爆炸和土壤在斜坡上塌陷，在上斜坡（6）上产生滑坡裂缝，从而去除土壤和淤渣。也可以使用zemsnar行。连续清理输出的滑坡裂缝增加了通过裂缝filtruyuscheys的水流量。因此，水平（7）降低到预定标记（8）。随着土壤的发展，在下游产生变化的控制流量和水流量。当水流的流速和管脚的运动速度达到临界值m时，即可能的话，侵蚀通道沉积和水流通过时，土壤的发育就停止了。 2 yl。 8 E M w w J XI：
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