Abstract

Urban growth is one of the major causes of flooding in urban areas. This affects the runoff coefficients, which is among the most important factors that affect the design of storm water drainage systems. Changing the runoff coefficient will affect the design parameters of the drainage network, including outfall discharge, velocity, lag time and cost of construction. This study aims to assess the effect of changing the runoff coefficient due to urban growth on the design of a storm water drainage system. The hydrological models Hyfran, StormCAD and GIS are used to analyze different runoff coefficients. This study examines three zones in Dammam in the Kingdom of Saudi Arabia (KSA). The data developed from the models for the current case studies are used to develop an empirical equation to predict the max discharge for other catchments. The discharge is a function of the return period, runoff coefficient, drainage density, longest path, rainfall intensity and catchment area. To validate the developed equation, we use it to estimate the discharge in a real case study in South Korea. A comparison between the measured discharge and estimated discharge shows that the empirical equation is capable of predicting the maximum discharge for different catchments with high accuracy. Then, the validation of the models is carried out to determine the effect of the runoff coefficient on the design of a storm water drainage system in a case study in KSA. The results show that an increasing runoff coefficient due to urban growth increases the outfall discharge and velocity of storm water drainage systems, as well as affecting the cost of construction and decreasing the lag time. The cost increases by two to three times with increasing urbanization. This study provides a new perspective on the hydrologic impact of urban growth on the design of storm water drainage systems, which are essential for flood management. Moreover, the relationship between urban growth and the cost of storm drainage networks is explored, which could help decision makers to make appropriate judgements.

Highlights

  • Urban growth tends to create an impervious ground surface, which increases the possibility of flooding in urban areas due to the construction of roads and buildings

  • The runoff coefficient is one of the main factors affecting the design of storm water drainage systems

  • Catchment area characteristics and rainfall intensity are the main factors affecting the design of storm water drainage systems

Read more

Summary

Introduction

Urban growth tends to create an impervious ground surface, which increases the possibility of flooding in urban areas due to the construction of roads and buildings. Impermeable areas lead to the accumulation of storm water on the ground surface which in turn affects the infrastructure and transportation. Water 2020, 12, 1572 such effects, an appropriate storm network is required. The runoff coefficient is one of the main factors affecting the design of storm water drainage systems. Changing the runoff coefficient could affect the design parameters of the drainage network, including outfall discharge, velocity, lag time and cost of construction. Storm water network management is one of the most important aspects of developed cities due to changes in land surface permeability and the percolation of water. Zeleňáková et al (2019) [1]

Objectives
Methods
Results
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call