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Keywords: water level
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Proceedings Papers

Paper presented at the ISRM International Symposium - 10th Asian Rock Mechanics Symposium, October 29–November 3, 2018
Paper Number: ISRM-ARMS10-2018-076
... water levels (HRL and LRL) in the Vestre Middyr are 1217.5 masl and 1190 masl, respectively. Similarly, the HRL and LRL of Østre Middyrvatn are 1230.5 masl and 1190 masl, respectively. The operating level of brook intake at Stutakvelven is 1241.5 masl. The length of waterway for Svandalsflona project...
Proceedings Papers

Paper presented at the ISRM International Symposium - 8th Asian Rock Mechanics Symposium, October 14–16, 2014
Paper Number: ISRM-ARMS8-2014-276
... in the Paleozoic strata and Granite. In the past research, we performed pumping simulation analysis for the pumping wells of waterworks in order to consider the influence on the groundwater level by pumping quantitatively. As a result, the fluctuation of water level by many pumping wells was able to be estimated...
Proceedings Papers

Paper presented at the ISRM International Symposium - 8th Asian Rock Mechanics Symposium, October 14–16, 2014
Paper Number: ISRM-ARMS8-2014-326
... into account the seepage of rainfall into the slope of drainage basin. The slope stability is evaluated, using the digital elevation model (=DEM) of entire drainage basin and its infiltration into the slope. In particular, we analyzed the effect of mesh size of DEM for the evaluation. water level...
Proceedings Papers

Paper presented at the ISRM International Symposium - 8th Asian Rock Mechanics Symposium, October 14–16, 2014
Paper Number: ISRM-ARMS8-2014-082
... in October 2012. Upstream Oil & Gas asian rock mechanics symposium arms8 seismic event renewable energy Earthquake water pressure Reservoir Characterization drawdown song tranh 2 seismicity Sapporo Vietnam water level hydropower project october 2014 seismic activity HPP trinh...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, October 15–19, 2012
Paper Number: ISRM-ARMS7-2012-097
... platform island port industrial zone water management water level layered rolling compaction coefficient fill cofferdam safety factor Fluid Dynamics platform earth-rock fill cofferdam Rockfill numerical model Strength Reduction Method cross section Engineering construction technology...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, October 15–19, 2012
Paper Number: ISRM-ARMS7-2012-106
.... Constant flow could mean that microbubbles do not accumulate significantly, so that total quantity of retained bubbles in a flow test is relatively stable. The tests which were conducted in 100% water level (maximum hydraulic gradient) had perfectly constant flow that can be seen from its R2 values...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, October 15–19, 2012
Paper Number: ISRM-ARMS7-2012-140
... conditions. Finally, the stability of the slope, facing the portals of the power-house tunnels, has been checked against blocky toppling by the method and its stable inclination computed. Reservoir Characterization Discharge rock slope instability tunnel portal friction water level diversion...
Proceedings Papers

Paper presented at the ISRM International Symposium - 6th Asian Rock Mechanics Symposium, October 23–27, 2010
Paper Number: ISRM-ARMS6-2010-171
... monitoring of the ground water level. Figure 5 shows the results of typical creep tests performed in the HPBPS and HPTA apparatus. The results of a one stage creep shear test on a remoulded specimen in the HPBPS apparatus are shown in Figure 5a. In this case, under a vertical effective stress v=3.9MPa...

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