Inlet Spacing Considering the Risk Associated to Runoff. Application to Streets and Critical Points of the City of Barcelona

Author:

Gómez M.11222,Sánchez H.11222,Malgrat P.11222,Castillo F.11222,Sunyer D.11222,Nanía L.11222

Affiliation:

1. School of Civil Engineering - UPC. Jordi Girona 1—3. 08034. BARCELONA. Spain

2. CLABSA. Clavegueram de Barcelona. Acero, 16- 08038. BARCELONA. Spain

Publisher

American Society of Civil Engineers

Reference10 articles.

1. Abt S. Wittler R. Taylor A. (1989) ``Predicting human instability in flood flows". Hydraulic Engineering. Proceedings 1989 National Conference on Hydraulic Engineering. ASCE. Ed. Michael A. Ports. pp. 70 - 76

2. Clark County (1999) "Drainage Manual" (available on the Web)

3. Street storm water conveyance capacity;Guo J.C.Y.;Journal of Irrigation and Drainage Eng.,2000

4. Gómez M. González J Guerra W. (1998) Informe de los resultados obtenidos en los ensayos de caracterización de las 9 rejas ensayadas (Estudio realizado a petición de CLABSA). Hydraulics Dep. School of Civil Engineering. Barcelona.

5. Gómez M. Sánchez H. (2001) "Definición de criterios de riesgo para el flujo en calles. Análisis del espaciamiento para rejas e imbornales utilizados en la ciudad de Barcelona". Report for CLABSA

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1. Experimental analysis of road surface flow characteristics;Journal of Hydrology;2024-03

2. Impact of Slope Orientation on Inlet Spacing: Gutter Flow Analyses;Applied Sciences;2022-11-04

3. Methodology to estimate hydraulic efficiency of drain inlets;Proceedings of the Institution of Civil Engineers - Water Management;2011-02

4. Hydraulic Efficiency of Continuous Transverse Grates for Paved Areas;Journal of Irrigation and Drainage Engineering;2009-04

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