Runoff Behavior on Urban Road Intersection based on Flow Profile Simulation

• Sedyowati Laksni

  Civil Engineering Department, University of Merdeka Malang

• Turijan

  Civil Engineering Department, University of Merdeka Malang

• Suhardjono

  Water Resources Engineering Department, University of Brawijaya

• Suhartanto Ery

  Water Resources Engineering Department, University of Brawijaya

• Sholichin Mohammad

  Water Resources Engineering Department, University of Brawijaya

抄録

There have been various technologies developed to solve the inundation problem that occurs in almost all urban areas. Some of these technologies, such as low impact development (LID), are developed through the concept of source control. The first step of LID practice is to know the runoff behavior on a certain surface of an area, following that, the LID practice is then designed. One of the objectives of LID is to decrease inundation depth on the road. This study aims to learn the profile and behavior of storm water flow along roads before they reach an intersection of a road system in Purwantoro region, Malang City, Indonesia. The study design consisted of field measurements and analytical activities as follows: determination of the independent and dependent variables; field measurements and data collection; simulation of flow profiles with various return periods of rainfall using Hydraulic Simulation Model HEC-RAS ver. 4.1; and verification of the simulation result of flow profiles using observation data. This research concluded that slopes on the branch road and runoff discharge on the main road significantly influenced flow depth at the road intersection. The relationship was expressed by power equations. In contrast, the runoff velocity at the branch road was more influenced by the discharge on the branch road and the main road, and the relationship followed a linear equation. A further study is required to decrease the runoff discharge on the road using LID technology such as concrete block pavement as a replacement for asphalt pavement.

収録刊行物

• International Review for Spatial Planning and Sustainable Development

  International Review for Spatial Planning and Sustainable Development 6 (1), 32-44, 2018

  空間計画と持続可能な開発国際学会

キーワード

• Overland flow
• Flow profile
• Backwater
• Road intersection
• Low impact development
• Storm water management

詳細情報

• CRID: 1390282680480871168
• NII論文ID: 130006309768
• DOI: 10.14246/irspsd.6.1_32
• ISSN: 21873666
• Web Site: https://www.jstage.jst.go.jp/article/irspsd/6/1/6_32/_pdf
• 本文言語コード: en
• データソース種別:
  • JaLC
  • Crossref
  • CiNii Articles
• 抄録ライセンスフラグ: 使用不可