2011
DOI: 10.1016/j.landurbplan.2011.05.006
|View full text |Cite
|
Sign up to set email alerts
|

Simulation of the impacts of land-use change on surface runoff of Lai Nullah Basin in Islamabad, Pakistan

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

4
62
1
4

Year Published

2015
2015
2022
2022

Publication Types

Select...
5
3

Relationship

0
8

Authors

Journals

citations
Cited by 145 publications
(71 citation statements)
references
References 31 publications
4
62
1
4
Order By: Relevance
“…Land cover change between 1995 and 2008 has produced 11.1 % of peak discharge increment and 15.3 % of excessive flood volume. Different with studies that suggested urbanization could forward the peak time (Chen et al, 2009;Ali et al, 2011;Sanyal et al, 2014), according to the simulation results, the peak time under 2008 land cover appeared later than that under 1995 land cover in the catchment. This also implied that the impact of urbanization on runoff have regional limitations, and researches in different watersheds may yield different results (Fox et al, 2012;Warburton et al, 2012).…”
Section: Impact Of Land Cover Changes On Runoffcontrasting
confidence: 94%
“…Land cover change between 1995 and 2008 has produced 11.1 % of peak discharge increment and 15.3 % of excessive flood volume. Different with studies that suggested urbanization could forward the peak time (Chen et al, 2009;Ali et al, 2011;Sanyal et al, 2014), according to the simulation results, the peak time under 2008 land cover appeared later than that under 1995 land cover in the catchment. This also implied that the impact of urbanization on runoff have regional limitations, and researches in different watersheds may yield different results (Fox et al, 2012;Warburton et al, 2012).…”
Section: Impact Of Land Cover Changes On Runoffcontrasting
confidence: 94%
“…The details of the models employed in the two schemes are described in the following sections. The runoff-volume model of the initial and constant-rate has been successfully applied in a fair number of previous studies [22][23][24]. The basic concept of the model is that the maximum potential infiltration rate, fc, is constant throughout a flood event.…”
Section: Modeling Schemes and Methodologymentioning
confidence: 99%
“…It is a deterministic, semi-distributed, event-based/continuous, mathematically based (conceptual) model that adopts other distinct models to characterize each element of the runoff process (evaporation, surface runoff, infiltration, and groundwater recharge). Therefore, this one model contains within itself models that calculate runoff volume, models of direct runoff, models of base flow, and models of channel flow [23][24][25]. This model takes into account the spatial distribution of basin features by partitioning a basin into sub-basins that are considered homogenous in land use, soil type, and other catchment features.…”
Section: B Justification For Using Hec-hmsmentioning
confidence: 99%
“…This model takes into account the spatial distribution of basin features by partitioning a basin into sub-basins that are considered homogenous in land use, soil type, and other catchment features. Furthermore, spatial data sets can be organized in GIS platforms using HEC-GeoHMS and then directly imported into HEC-HMS [25]. DOI: 10.5963/JWRHE0503004…”
Section: B Justification For Using Hec-hmsmentioning
confidence: 99%
See 1 more Smart Citation