Impacts of shear stress on saturated hydraulic conductivity of a polyacrylamide treated soil

World Environmental and Water Resources Congress 2008: Ahupua'a - Proceedings of the World Environmental and Water Resources Congress 2008

Volumn 316, Issue , 2008, Pages

  Stone, Mark C ^a   Goreham, John O ^a   Chen, Li ^a   Stone, Asako B ^a  

^a DESERT RESEARCH INSTITUTE   (United States)

Author keywords

Hydraulic conductivity; Seepage; Shear stress; Wastewater management

Indexed keywords

ENVIRONMENTAL SETTINGS; FOOD PACKAGING; PAPER MANUFACTURING; POLYACRY LAMIDE; POLYACRYLAMIDES; POTENTIAL BENEFITS; RESEARCH INSTITUTES; SATURATED HYDRAULIC CONDUCTIVITY; SEEPAGE LOSS; SOIL COLUMN; SOIL HYDRAULIC CONDUCTIVITY; SOIL LOSS; TREATED SOILS; WASTEWATER MANAGEMENT; WATER FLUX;

HYDRAULIC CONDUCTIVITY; HYDRAULIC STRUCTURES; INDUSTRIAL WASTE TREATMENT; INDUSTRIAL WATER TREATMENT; IRRIGATION; IRRIGATION CANALS; LOSS PREVENTION; PHASE INTERFACES; POLYACRYLATES; SEEPAGE; SEWAGE; SHEAR STRESS; SOILS; STRENGTH OF MATERIALS; WASTEWATER; WASTEWATER TREATMENT;

WATER RESOURCES;

EID: 79251509895     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40976(316)102     Document Type: Conference Paper

References (3)

1. ASTM D2434-68 (2000) Standard test method for permeability of granular soils (constant head). American Society for Testing and Materials, West Conshohocken
2. Moran, E. 2007. Laboratory studies to examine the impacts of Polyacrylamide (PAM) on soil hydraulic conductivity. Masters Thesis in the Department of Geological Sciences. University of Nevada, Las Vegas.
3. U.S. Geological Survey. 1990. National Water Summary 1987 - Hydrologic Events and Water Supply and Use. U.S. Geological SurveyWater Supply Paper 2350. U.S. Government Printing Office, Denver, Colorado.