Research on unsteady seepage problem of bank slope due to drawdown of reservoir water level

Yantu Lixue/Rock and Soil Mechanics

Volumn 29, Issue 7, 2008, Pages 1807-1812

  Sun, Dong Mei ^a,b   Zhu, Yue Ming ^a   Zhang, Ming Jin ^c  

^a HOHAI UNIVERSITY   (China)

^b TIANJIN UNIVERSITY   (China)

^c Tianjin Research Institute of Water Transport Engineering   (China)

Author keywords

Drawdown; Integrated finite difference method; Saturated capillary water belt; Seepage; Water air two phase flow

Indexed keywords

ATMOSPHERIC PRESSURE; DAMS; FINITE DIFFERENCE METHOD; FLUID DYNAMICS; FLUID MECHANICS; GROUNDWATER FLOW; MULTIPHASE FLOW; NUMERICAL ANALYSIS; SEEPAGE; SOILS; TWO PHASE FLOW; WATER; WATER ANALYSIS; WATER LEVELS;

AIR MASS; BANK SLOPE; CAPILLARY PRESSURES; CAPILLARY WATER; DARCY'S LAW; DRAWDOWN; EARTH DAM; FINITE DIFFERENCE; FLOW THEORIES; INTEGRATED FINITE DIFFERENCE METHOD; MATRIC SUCTIONS; PHASE STATES; PORE AIR PRESSURE; PORE-AIR; PORE-WATER PRESSURES; REFINED ANALYSIS; RESERVOIR WATER LEVEL; SATURATED CAPILLARY WATER BELT; SATURATED SOILS; SIMULTANEOUS COMPUTATION CODE; SINGLE PHASING; SPACE AND TIME; TWO-PHASE-FLOW MODELS; UNSATURATED SOIL; UNSTEADY SEEPAGE; WATER LEVEL DRAWDOWN; WATER-AIR TWO-PHASE FLOW;

SLOPE STABILITY;

EID: 49549100669     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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