Page 255 - AJWEP-22-4
P. 255

HEC-RAS study of Simike–Nzovwe drainage

                   of Bristol; 2024.                                    A complete methodology to assess hydraulic risk in small
                14.  Bakhtiari V, Piadeh F, Behzadian K, Kapelan Z. A critical   ungauged catchments based on HEC-RAS 2D rain-on-grid
                   review  for  the  application  of  cutting-edge  digital   simulations. Nat Hazards. 2024;120:7381-7409.
                   visualisation technologies for effective urban flood risk      doi: 10.1007/s11069-024-06515-2
                   management. Sustain Cities Soc. 2023;99:104958.  27.  Nepal  S,  Kaushal  Chandra  GC.  Flood  inundation
                   doi: 10.1016/j.scs.2023.104958                       mapping  of  Bagmati  River  and  impact  assessment  on
                15.  Bagheri A, Liu GJ. Climate change and urban flooding:   building infrastructures on Terai plains of Nepal. J Adv
                   Assessing  remote  sensing  data  and  flood  modeling   Coll Eng Manage. 2024;9:95-104.
                   techniques:  A  comprehensive  review.  Environ Rev.      doi: 10.3126/jacem.v9i1.71425
                   2024;33:1-14.                                    28.  Malla  S,  Ohgushi  K.  Flood  vulnerability  map  of  the
                   doi: 10.1139/er-2024-0065                            Bagmati  River  basin,  Nepal: A  comparative  approach
                16.  Brunner  GW.  HEC-RAS River  Analysis System:      of the analytical hierarchy process and frequency ratio
                   Hydraulic  Reference  Manual  INSTITUTE  for  Water   model. Smart Constr Sustain Cities. 2024;2(1):16.
                   Resources, Hydrologic. United States: US Army Corps      doi: 10.1007/s44268-024-00041-7
                   of Engineers; 2010.                              29.  Resinta T, Rifai AI, Saputra AJ. Implementation of Hec-
                17.  Adjinacou  GAMS.  Flood  Modeling  and  Floodplain   ras software (Version) on the effectiveness of drainage
                   Mapping  Based  on  Geographical  Information  System   channel analysis using bibliometric methods. OPSearch
                   (GIS) and HEC-RAS in Oued Fez Watershed (Morocco)    Am J Open Res. 2024;3(4):961-970.
                   [Master’s Thesis]; 2016.                             doi: 10.58811/opsearch.v3i4.105
                18.  Getiso G. Assessing the Hydraulic Performance of Flow   30.  Djedaiet K, Ghachi A, Hadjela A. Simulation of Flood
                   Impact on Bridge Structures: The Case of Saris and Lafto   Hazard in the Semi-Urban and Urban Using GIS and
                   Bridges in Addis Ababa, Ethiopia [Doctoral Dissertation,   HEC-RAS  of  Wadi  Nagues  (Tebessa,  North-Eastern
                   Architectural Engineering]; 2020.                    Algeria). Forum Geografic Department of Geography.
                19.  Borden C, Gaur A, Singh CR. Water resource software.   Romania: University of Craiova; 2024. p. 54-69.
                   Water Res Softw. 2016;2016:1-76.                 31.  Saini DS, Barik DK. Simulation of the hydraulic Model
                   doi: 10.1596/24762                                   HEC-RAS coupled with GIS and remote sensing to study
                20.  Pareta K. 1D-2D hydrodynamic and sediment transport   the effect of river cross-section width in detecting flood-
                   modelling  using MIKE models.  Discover Water.       prone areas. J Geol Soc India. 2024;100(3):367-376.
                   2024;4(1):94.                                    32.  Jesna I, Bhallamudi SM, Sudheer KP. Impact of cross‐
                   doi: 10.1007/s43832-024-00130-9                      sectional orientation in one‐dimensional hydrodynamic
                21.  Ansarifard S, Eyvazi M, Kalantari M, et al. Simulation   modeling  on  flood  inundation  mapping.  J  Flood Risk
                   of  floods  under  the  influence  of  effective  factors  in   Manage. 2023;16(3):e12893.
                   hydraulic and hydrological models using HEC-RAS and      doi: 10.1111/jfr3.12893
                   MIKE 21. Discover Water. 2024;4(1):92.           33.  Samal P, Swain PC, Samantaray S. Flood analysis using
                   doi: 10.1007/s43832-024-00155-0                      HEC-RAS  1D  model  for  the  delta  of  Brahmani  river,
                22.  Pareta K.  Morphological model for erosion prediction   Odisha, India. Nat Hazards. 2025;121:7941-7966.
                   of India’s largest braided river using MIKE 21C model.      doi: 10.1007/s11069-025-07121-6
                   Earth Sci Syst Soc. 2024;4(1):10075.             34.  Shen E, Liu G, Dan C,  et  al.  Estimating  manning’s
                   doi: 10.3389/esss.2024.10075                         coefficient n for sheet flow during rainstorms. Catena.
                23.  Farina A,  Di  Nardo A,  Gargano  R, Van  Der Werf  JA,   2023;226:107093.
                   Greco  R.  A  simplified  approach  for  the  hydrological      doi: 10.1016/j.catena.2023.107093
                   simulation  of  urban  drainage  systems  with  SWMM.   35.  Summer  W,  Zhang  W.  Sediment  Transport  Analysed
                   J Hydrol. 2023;623:129757.                           by  Energy  Derived  Concepts. Wallingford:  IAHS
                   doi: 10.1016/j.jhydrol.2023.129757                   Publication; 1998. p. 355-362.
                24.  Lehtinen S. Simulation of stormwater quality in an urban   36.  Yang  X,  Sun  Z,  Deng  J,  Li  D,  Li  Y.  Relationship
                   catchment  using  the  Stormwater  Management  Model   between  the  equilibrium  morphology  of  river  islands
                   (SWMM). [Master’s thesis, Aalto University School of   and  flow-sediment  dynamics  based  on  the  theory  of
                   Engineering]; 2014.                                  minimum  energy dissipation.  Int J Sediment  Res.
                25.  Swilla  L,  Katambara  Z,  Lingwanda  M.  Calibration   2022;37(4):514-521.
                   and  verification  of  a  hydrological  SWMM  model      doi: 10.1016/j.ijsrc.2021.12.001
                   for  the  ungauged  Kinyerezi  River  catchment  in  Dar   37.  Sánchez-Canales  M,  López-Benito A, Acuña  V,  et al.
                   es  Salaam,  Tanzania.  Model  Earth  Syst  Environ.   Sensitivity  analysis  of a sediment  dynamics  model
                   2024;10(2):2803-2818.                                applied in a Mediterranean river basin: Global change
                   doi: 10.1007/s40808-023-01929-6                      and management implications.  Sci  Total  Environ.
                26.  Ennouini W, Fenocchi A, Petaccia G, Persi E, Sibilla S.   2015;502:602-610.



                Volume 22 Issue 4 (2025)                       247                           doi: 10.36922/AJWEP025190146
   250   251   252   253   254   255   256   257   258