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Volumn 54, Issue 6-7, 2006, Pages 347-354
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Matching the critical portion of the flow duration curve to minimise changes in modelled excess shear
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Author keywords
Continuous simulation; Flow duration; Modeling; Shear stress; Stormwater management; Stream erosion
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Indexed keywords
CLAY;
COMPUTER SIMULATION;
DISCHARGE (FLUID MECHANICS);
EROSION;
FLOW CONTROL;
FLOW OF WATER;
MATHEMATICAL MODELS;
SHEAR STRESS;
SLOPE PROTECTION;
SLOPE STABILITY;
WATERSHEDS;
FLOW DURATION CURVE;
OVERCONTROL DETENTION;
STORMWATER MANAGEMENT;
STREAM EROSION;
BANK PROTECTION;
STORM WATER;
BANK PROTECTION;
CLAY;
COMPUTER SIMULATION;
DISCHARGE (FLUID MECHANICS);
EROSION;
FLOW CONTROL;
FLOW OF WATER;
MATHEMATICAL MODELS;
SHEAR STRESS;
SLOPE PROTECTION;
SLOPE STABILITY;
WATERSHEDS;
EROSION;
FLOW MODELING;
HYDROLOGICAL MODELING;
SHEAR STRESS;
STORMWATER;
WASTE MANAGEMENT;
WATER MANAGEMENT;
ARTICLE;
CLAY;
CONTINUOUS PROCESS;
CONTROLLED STUDY;
ENVIRONMENTAL EROSION;
ENVIRONMENTAL PARAMETERS;
FLOTATION BED;
FLOW RATE;
HYDROLOGY;
PLOTS AND CURVES;
PROCESS MODEL;
SAND;
SHEAR FLOW;
SHEAR STRESS;
SIMULATION;
SOIL EROSION;
WATER FLOW;
WATER MANAGEMENT;
WATERSHED;
CITIES;
COMPUTER SIMULATION;
DRAINAGE, SANITARY;
GEOLOGIC SEDIMENTS;
MODELS, THEORETICAL;
RAIN;
RIVERS;
STRESS, MECHANICAL;
WATER MOVEMENTS;
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EID: 33751034569
PISSN: 02731223
EISSN: None
Source Type: Book Series
DOI: 10.2166/wst.2006.590 Document Type: Article |
Times cited : (15)
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References (12)
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