1 |
Federal Highway Administration (FHWA). 2013. Urban drainage design manual. Hydraulic engineering circular No. 22, 4-47.
|
2 |
Ministry of Environment (MOE). 2018. Design criteria of sewer facilities. (in Korean)
|
3 |
American Association of State Highway and Transportation Officials (AASHTO). 2014. Drainage Manual, AASHTO, Washington, D.C.
|
4 |
Aranda, J.A., Beneyto, C., Sanchez-Juny, M. and Blade, E. 2021. Efficient Design of Road Drainage Systems. Water 13(12): 1661.
DOI
|
5 |
Chaudhry, M.H. 2007. Open-channel flow. Springer Science & Business Media.
|
6 |
Escarameia, M., Gasowski, Y., May, R. and Lo Cascio, A. 2001. Hydraulic capacity of drainage channels with lateral inflow.
|
7 |
Graber, S.D. 2013. Numerical Investigation of Flow in Triangular Gutters. Journal of irrigation and drainage engineering 139(2): 165-172.
DOI
|
8 |
Institute of Public Works Engineering Australasia (IPWEA) 2017. Queensland Urban Drainage Manual (QUDM). Queensland Government.
|
9 |
Izzard, C.F. and Hicks, W.I. 1947. Hydraulics of runoff from developed surfaces. In Highway Research Board Proceedings (Vol. 26).
|
10 |
Jo, J.B., Kim, J.S. and Yoon, S. E. 2018. Experimental estimation of the head loss coefficient at surcharged four-way junction manholes. Urban Water Journal 15(8): 780-789.
DOI
|
11 |
Lee, J.Y. and Jun, K.W. 2014. Analysis of Runoff Based on Unit Hydrograph Using XP-SWMM. Crisisonomy 10(8): 51-62. (in Korean)
|
12 |
Kim, J.S., Jo, J.B. and Yoon, S.E. 2018. Head loss reduction in surcharged four-way junction manholes. Water 10(12): 1741.
DOI
|
13 |
Kim, J.S., Kwak, C.J. and Jo, J.B. 2021. Enhanced method for estimation of flow intercepted by drainage grate inlets on roads. Journal of Environmental Management 279: 111546.
|
14 |
Lee, S.H., Kim, J.S. and Kim, S.J. 2021. Analysis of Applicability of the Detention in Trunk Sewer for Reducing Urban Inundation. Ecology and Resilient Infrastructure 8(1): 44-53. (in Korean)
|
15 |
Wang, Z. 1998. Formula for calculating critical depth of trapezoidal open channel. Journal of Hydraulic Engineering 124(1): 90-91.
DOI
|
16 |
Ministry of Land, Infrastructure and Transport (MOLIT). 2020. The Guideline of Design and Maintenance Management for Drainage Facilities of Roads. (in Korean)
|
17 |
Lee, J.Y. and Kim, J.S. 2020. ROC Analysis of Topographic Factors in Flood Vulnerable Area considering Surface Runoff Characteristics. Ecology and Resilient Infrastructure 7(4): 327-335. (in Korean)
|
18 |
Li, X., Fang, X., Chen, G., Gong, Y., Wang, J. and Li, J. 2019. Evaluating curb inlet efficiency for urban drainage and road bioretention facilities. Water 11(4): 851.
DOI
|
19 |
Liu, J.L., Wang, Z.Z., Leng, C.J. and Zhao, Y.F. 2012. Explicit equations for critical depth in open channels with complex compound cross sections. Flow Measurement and Instrumentation 24: 13-18.
DOI
|
20 |
Ministry of Land, Infrastructure and Transport (MOLIT). 2021. Pedestrian Road Installation and Management Guideline. (in Korean)
|
21 |
Naqvi, M.M. 2003. Design of linear drainage systems. Thomas Telford.
|
22 |
Rhodes, D.G. 1998. Gradually varied flow solutions in Newton-Raphson form. Journal of irrigation and drainage engineering 124(4): 233-235.
DOI
|
23 |
Smith, K.V. 1967. Control point in a lateral spillway channel. Journal of the Hydraulics Division 93(3): 27-34.
DOI
|
24 |
Vatankhah, A.R. and Easa, S.M. 2011. Explicit solutions for critical and normal depths in channels with different shapes. Flow Measurement and Instrumentation 22(1): 43-49.
DOI
|
25 |
Wang, J., Zhao, M., Tu, N., Li, X., Fang, X., Li, J., ... and Su, D. 2021. Curb Inlet Efficiency Evaluation under Unsteady Rainfall Situations Based on Full-Scale Rainfall-Runoff Experiments. Journal of Hydrologic Engineering 26(2): 04020061.
DOI
|