Comparison of Seepage Models Applied to Design of Trapezoidal Infiltration Trenches and Basins-Reference-Cited by-同舟云学术

Comparison of Seepage Models Applied to Design of Trapezoidal Infiltration Trenches and Basins

Published:2021-04 Issue:4 Volume:147 Page:05021001
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Nieć Jakub¹^ORCID,Błażejewski Ryszard²,Zawadzki Paweł³^ORCID,Kozłowski Michał⁴

Affiliation:

1. Assistant Professor, Dept. of Hydraulic and Sanitary Engineering, Univ. of Life Sciences, 94a Piątkowska St., 60-649 Poznań, Poland (corresponding author). ORCID: .

2. Professor, Dept. of Hydraulic and Sanitary Engineering, Univ. of Life Sciences, 94a Piątkowska St., 60-649 Poznań, Poland.

3. Assistant Professor, Dept. of Hydraulic and Sanitary Engineering, Univ. of Life Sciences, 94a Piątkowska St., 60-649 Poznań, Poland. ORCID: .

4. Assistant Professor, Dept. of Soil Science and Land Reclamation, Univ. of Life Sciences, 94a Piątkowska St., 60-649 Poznań, Poland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IR.1943-4774.0001538

Reference31 articles.

1. Al-Janabi A. M. S. A. H. Ghazali and B. Yusuf. 2017. “Effects of cross section on infiltration and seepage in permeable stormwater channels.” In Proc. 1st GCEC 2017 1495–1509. Berlin: Springer.

2. Permeable Channel Cross Section for Maximizing Stormwater Infiltration and Seepage Rates

3. Evaluation of two stormwater infiltration trenches in central Copenhagen after 15 years of operation

4. Obliczanie współczynników filtracji za pomocą wzoru k=0.36 d202.3.” [Calculation of permeability coefficient using formula k=0.36 d202.3];Białas Z.;Technika Poszukiwań Geologicznych (Technique of Geological Exploration),1998

5. Comparison of infiltration models with regard to design of rectangular infiltration trenches

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