Inefficiency of storm water inlets as a source of urban floods

Water Science and Technology

Volumn 51, Issue 2, 2005, Pages 139-145

  Despotovic, J ^a   Plavsic, Jasna ^a   Stefanovic, N ^a   Pavlovic, D ^a  

^a UNIVERSITY OF BELGRADE   (Serbia)

Author keywords

Capacity; Efficiency; Inlets; Urban floods

Indexed keywords

MATHEMATICAL MODELS; RAIN; RUNOFF; STORMS;

FLOW RATE; INLET CAPACITY; STORM WATER RUNOFF;

FLOODS;

RAIN; RUNOFF; STORM WATER;

FLOODING; STORMWATER; URBAN DRAINAGE;

ARTICLE; CATCHMENT; FLOODING; FLOW RATE; URBAN AREA; WATER FLOW; WATER MANAGEMENT; WATER SUPPLY; WATER TRANSPORT; WATER TREATMENT; WATERSHED MANAGEMENT;

EID: 15544386657     PISSN: 02731223     EISSN: None     Source Type: Journal    
DOI: 10.2166/wst.2005.0041     Document Type: Article

References (8)

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3. Clarke, W.P., Strods, P.J. and Argue, J.R. (1981). Gutter pavement flow relationships for roadway channels of moderate or steep grade. Proc. I.E. Aust. First Nat. Local Govt. Conf., Adelaide, 130-137.
4. Despotovic, J. (1987). Laboratory investigation of inlet capacity. Proc. XXII IAHR Congress and 4th ICUSD, Tech. Session D, Lausanne, Switzerland, pp. 94-99.
5. Despotovic, J., Tomanovic, A. and Batinic, B. (1990). Hydraulic explanation and modelling of the capacity of urban storm drainage gutter pavement grate inlets. Proc. 5th Int. Conf. on Urban Storm Drainage, Osaka, Japan, pp. 975-980.
6. Despotovic, J. (2004). Stormwater Drainage (in Serbian). Faculty of Civil Engineering, University of Belgrade.
7. FAA (1970). Airport Drainage. Department of Transportation, Federal Aviation Administration, AC 150/5320-5B.
8. Salberg, D.B. (1995). The results of full scale research dictate a new approach to the design storm water inlets for water flowing in the supercritical regime. Proc. Novatech '95, pp. 207-213.