Design flow and stage computations in the Teesta River, Bangladesh, using frequency analysis and MIKE 11 modeling

Journal of Hydrologic Engineering

Volumn 16, Issue 2, 2010, Pages 176-186

  Rahman, Md Mizanur ^a   Arya, D S ^b   Goel, N K ^b   Dhamy, Anand Prakash ^c  

^a Bangladesh Water Development Board   (Bangladesh)

^b INDIAN INSTITUTE OF TECHNOLOGY ROORKEE   (India)

^c Ministry of Water Resources   (India)

Author keywords

Frequency analysis Design flood MIKE 11 Discharge stage equation Flood stage; Design flood; Discharge stage equation; Flood stage; Frequency analysis; MIKE 11

Indexed keywords

DESIGN FLOOD; DISCHARGE-STAGE EQUATION; FREQUENCY ANALYSIS; FREQUENCY ANALYSISDESIGN FLOODMIKE 11DISCHARGE-STAGE EQUATIONFLOOD STAGE; MIKE 11;

COMPUTER SIMULATION; DESIGN; DISTRIBUTION FUNCTIONS; FLOOD CONTROL; FLOOD DAMAGE; RIVERS; RUNOFF; TIME SERIES;

WEATHER FORECASTING;

CATCHMENT; DESIGN FLOOD; EARLY WARNING SYSTEM; FLOOD DAMAGE; FLOOD FORECASTING; FLOOD FREQUENCY; FLOW MEASUREMENT; FLOW MODELING; FREQUENCY ANALYSIS; RAINFALL-RUNOFF MODELING; RIVER BASIN; RIVER DISCHARGE; RIVER FLOW; RIVER SYSTEM; STAGE-DISCHARGE RELATIONSHIP;

TEESTA RIVER;

KAUNIA;

EID: 78751553271     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HE.1943-5584.0000299     Document Type: Article

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