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MOUSE - Introduction Surface Runoff MOUSE for surface runoff, open channel flow, pipe flow, water quality and sediment transportation. For urban watershed: Modeling package for urban drainage systems, storm sewer system and sanitary sewers. The runoff model describes the surface runoff and follows the process from rainfall to the point where the water enters the urban drainage system. The runoff discharge are used as boundary condition for the pipe flow computation. Surface runoff models Time Area Curve model A Kinematic wave Model B MODEL C (C1) MODEL C (C2) RDI ( SOLO) RDI + T-A CURVE (A) RDI+KINEMATIC WAVE (B) UHM
MOUSE – Runoff Modeling Time Area Curve Model for Run off computation The runoff amount governed by ‣Initial loss ‣Size of contributing area ‣Continuous hydrological loss The runoff in this simulations was computed by time area curve 1.
Page 1 and 2: Study on Urban Drainage Modeling in
Page 3 and 4: Team Blue Name: Nguyen Thi Thu Ha N
Page 5 and 6: Team Blue Name: Lei Shi Nationality
Page 7 and 8: Team Blue Name: Xuan Wang Nationali
Page 9 and 10: Team Blue Wuhan University Qiang Zh
Page 11 and 12: Introduction Flood occurred in Inch
Page 13 and 14: Objectives The objectives of this p
Page 15: Models for urban area 1. Rationale
Page 19 and 20: MOUSE - Pipe flow computation
Page 21 and 22: MOUSE - Result Water Level at diffe
Page 23 and 24: MIKE SWMM - Example domain Given: S
Page 25 and 26: MIKE SWMM - Example domain [m] [m3/
Page 27 and 28: Hydro-BEAM - Result 30 25 20 15 10
Page 29: Target in the Workshop Try to impro

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