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Rainfall–runoff modelling of railway embankment steep slopes

หน่วยงาน Central Queensland University, Australia

รายละเอียด

ชื่อเรื่อง : Rainfall–runoff modelling of railway embankment steep slopes
นักวิจัย : Sajjan, Asim Krishna. , Gyasi-Agyei, Yeboah. , Sharma, Raj Hari.
คำค้น : LIBRARY OF CONGRESS NEEDED , Pure basic research. , 880106 Road Infrastructure and Networks. , 090501 Civil Geotechnical Engineering. , 880104 Rail Safety. , 880102 Rail Infrastructure and Networks. , 889999 Transport not elsewhere classified. , 090507 Transport Engineering. , Rainfall -- Steep slope -- Grass cover , Journal Article. Refereed, Scholarly Journal
หน่วยงาน : Central Queensland University, Australia
ผู้ร่วมงาน : -
ปีพิมพ์ : 2556
อ้างอิง : http://hdl.cqu.edu.au/10018/1014508
ที่มา : Sajjan, AK, Gyasi-Agyei, Y, Sharma, RH 2013, 'Rainfall–runoff modelling of railway embankment steep slopes', Hydrological Sciences Journal, vol. 58, no. 5, pp. 1162-1176, http://dx.doi.org/10.1080/02626667.2013.802323
ความเชี่ยวชาญ : -
ความสัมพันธ์ : Hydrological sciences journal. United Kingdom : Taylor & Francis, 2013. Vol. 58, no. 5 (2013), p. 1162-1176 15 pages Refereed 0262-6667 2150-3435 (online) , ACQUIRE [electronic resource] : Central Queensland University Institutional Repository.
ขอบเขตของเนื้อหา : -
บทคัดย่อ/คำอธิบาย :

A distributed 1D rainfall–runoff model is presented. It consists of the Saint Venant continuity andmomentum equations for overland flow and a modified Green-Ampt model for the infiltration on railway embankmentsteep slopes. The model is applied to adjacent 10-m-wide erosion control experimental plots with differentpercentages of grass cover. A relationship between the 2-day antecedent rainfall and initial moisture content wasestablished and used to predict the saturated hydraulic conductivity (Ks). Average values of Ks for 0, 50 and 100%grass cover were found to be 0.1, 1.19 and 2.56 mm/h, respectively. For the majority of cases, the model simulatedrunoff with acceptable accuracy, 68% having Nash-Sutcliffe efficiency (NSE) values above 0.50. The averageNSE value varied between 0.60 and 0.80, with 0% grass-covered plots yielding the highest values. As expected,the runoff volume decreased with increasing percentage of grass cover.

บรรณานุกรม :
Sajjan, Asim Krishna. , Gyasi-Agyei, Yeboah. , Sharma, Raj Hari. . (2556). Rainfall–runoff modelling of railway embankment steep slopes.
    กรุงเทพมหานคร : Central Queensland University, Australia.
Sajjan, Asim Krishna. , Gyasi-Agyei, Yeboah. , Sharma, Raj Hari. . 2556. "Rainfall–runoff modelling of railway embankment steep slopes".
    กรุงเทพมหานคร : Central Queensland University, Australia.
Sajjan, Asim Krishna. , Gyasi-Agyei, Yeboah. , Sharma, Raj Hari. . "Rainfall–runoff modelling of railway embankment steep slopes."
    กรุงเทพมหานคร : Central Queensland University, Australia, 2556. Print.
Sajjan, Asim Krishna. , Gyasi-Agyei, Yeboah. , Sharma, Raj Hari. . Rainfall–runoff modelling of railway embankment steep slopes. กรุงเทพมหานคร : Central Queensland University, Australia; 2556.