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Optimizing Height and Spacing of Check Dam Systems for Better Grassed Channel Infiltration Capacity

Al-Janabi, Ahmed Mohammed Sami (författare)
Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, UPM Serdang, Selangor 43400, Malaysia
Ghazali, Abdul Halim (författare)
Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, UPM Serdang, Selangor 43400, Malaysia
Yusuf, Badronnisa (författare)
Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, UPM Serdang, Selangor 43400, Malaysia
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Sammen, Saad Sh. (författare)
Department of Civil Engineering, College of Engineering, University of Diyala, Diyala Governorate, Iraq
Afan, Haitham Abdulmohsin (författare)
Institute of Research and Development, Duy Tan University, Da Nang 550000, Vietnam
Al-Ansari, Nadhir, 1947- (författare)
Luleå tekniska universitet,Geoteknologi
Shahid, Shamsuddin (författare)
School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia (UTM), Johor Bahru 81310, Malaysia
Yaseen, Zaher Mundher (författare)
Sustainable Developments in Civil Engineering Research Group, Faculty of Civil Engineering, Ton Duc Thang University, Ho Chi Minh City, Vietnam
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 (creator_code:org_t)
2020-05-28
2020
Engelska.
Ingår i: Applied Sciences. - Switzerland : MDPI. - 2076-3417. ; 10:11
  • Tidskriftsartikel (refereegranskat)
Abstract Ämnesord
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  • The check dams in grassed stormwater channels enhance infiltration capacity by temporarily blocking water flow. However, the design properties of check dams, such as their height and spacing, have a significant influence on the flow regime in grassed stormwater channels and thus channel infiltration capacity. In this study, a mass-balance method was applied to a grassed channel model to investigate the effects of height and spacing of check dams on channel infiltration capacity. Moreover, an empirical infiltration model was derived by improving the modified Kostiakov model for reliable estimation of infiltration capacity of a grassed stormwater channel due to check dams from four hydraulic parameters of channels, namely, the water level, channel base width, channel side slope, and flow velocity. The result revealed that channel infiltration was increased from 12% to 20% with the increase of check dam height from 10 to 20 cm. However, the infiltration was found to decrease from 20% to 19% when a 20 cm height check dam spacing was increased from 10 to 30 m. These results indicate the effectiveness of increasing height of check dams for maximizing the infiltration capacity of grassed stormwater channels and reduction of runoff volume.

Ämnesord

TEKNIK OCH TEKNOLOGIER  -- Samhällsbyggnadsteknik -- Geoteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Civil Engineering -- Geotechnical Engineering (hsv//eng)

Nyckelord

grassed channels
check dam system
stormwater
infiltration capacity
water resources modelling
modified Kostiakov model
Soil Mechanics
Geoteknik

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