2012
DOI: 10.1080/1573062x.2011.652128
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Generalising urban runoff and street network density relationship: A hydrological and remote-sensing case study in Israel

Abstract: This paper describes the relationship between urban road network density and urban runoff coefficient in the coastal plain of Israel. The study assessed 30 years of recorded changes in rainfall-runoff coefficient in an urban catchment in the coastal plain of Israel. Rain and runoff were measured and sampled at measurement stations. Insight into the factors affecting urban runoff was gained by applying GIS and remote-sensing analysis, including street network density assessment and urban impermeable area recogn… Show more

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Cited by 12 publications
(8 citation statements)
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“…The results are in conformance with the results of studies conducted both on experimental test surfaces [BRATTEBO, BOOTH 2003;COLLINS et al 2008;GILBERT, CLAUSEN 2006] and in the area of urban catchment basins [GOLDSHLEGER et al 2012;MELA-NEN, LAUKKANEN 1980;METSÄRANTA et al 2005;VALTANEN et al 2014].…”
Section: Surface Runoff -Rainwater Runoff Coefficientssupporting
confidence: 77%
“…The results are in conformance with the results of studies conducted both on experimental test surfaces [BRATTEBO, BOOTH 2003;COLLINS et al 2008;GILBERT, CLAUSEN 2006] and in the area of urban catchment basins [GOLDSHLEGER et al 2012;MELA-NEN, LAUKKANEN 1980;METSÄRANTA et al 2005;VALTANEN et al 2014].…”
Section: Surface Runoff -Rainwater Runoff Coefficientssupporting
confidence: 77%
“…In order to emphasize the hydrological role of catchment spatial patterns, drainage densities of the twelve residential catchments were hypothesized with the similar drainage density. Catchment drainage pipelines were outlined mainly along the roads according to Goldshleger et al [28], as shown in Figure 2. The drainage densities of the twelve catchments range from 296.15 to 316.86 m/ha (Table 1).…”
Section: Methodsmentioning
confidence: 99%
“…However, this relationship is less reliable for larger storms (Doyle and Miller, 1980). Regression-based analyzes of the relationship between rainfall and runoff depths have been used to delineate the sequentially gained hydraulic connectivity of EIA, TIA and pervious areas respectively and to estimate their proportions within the catchment area (Boyd et al, 1993(Boyd et al, , 1994Ebrahimian et al, 2016;Goldshleger et al, 2012;Loperfido et al, 2014). Studies that examine changing ratios between rainfall depth and runoff depth within a catchment, all share a common interpretation that the variable proportion of area contributing to the hydrologic response is dependent on the total depth of rainfall.…”
Section: Urban Variable Source Areamentioning
confidence: 99%