Hydrograph modeling with rational modified method

Mega Yulisetya Widasmara; Pramono Hadi; Nugroho Christanto

doi:10.1051/e3sconf/20197602007

All issues

Volume 76 (2019)

E3S Web Conf., 76 (2019) 02007

References

Open Access

Issue		E3S Web Conf. Volume 76, 2019 The 4^th International Conference on Science and Technology (ICST 2018)


Article Number		02007
Number of page(s)		5
Section		Hydrology
DOI		https://doi.org/10.1051/e3sconf/20197602007
Published online		15 January 2019

Moreno, C. R., Perez-Sanchez, J., Aparicio, J. S., Asenjo, M. D, The Economic Value of Conjoint Local Management in Water Resources Results from a Contingent Valuation in the Boqueron Aquifer. Science of The Environment , 255-264 (2015) [Google Scholar]
Melkoyan, A, Climate Change Impact on Water Resources and Crop Production in Armenia. Agricultural Water Management , 86-101 (2015) [Google Scholar]
Khamraev, N, Water Resources and Socio Economic Development in the Stateof the Aral Sea Basin. Hidrological research and Water Management Strategies in Arid and Semi Arid Zone 65-68 (1995) [Google Scholar]
Yesuf, H.M., Assen, M., Alamirew, T., Melesse, A.M., Modeling of sediment yield in Maybar gauged watershed using SWAT, northeast Ethiopia. Catena 127, 191-205 (2015) [CrossRef] [Google Scholar]
Arthur, M.R. DeVries, J., Introduction and Application of Kinematic Wave Routing Techniques Using HEC-1 (1993). [Google Scholar]
Wanielista, M. Hidrology and Water Quantity Control. New York: John Wiley and son. (1990) [Google Scholar]
Sivapalan, M., Takeuchi, K., Franks, S.W., Gupta, V.K., Karambiri, H., Lakshim, V., Liang, X., McDonnell, J.J., Mendiondo, E.M., Connell, O., Oki, T., Pomeroy, J.W., Schertzer, D., Uhlenbrook, S., Zehe, E., IAHS decade on Predictions in Ungauged Basins (PUB), 2003–2012: shaping an exciting future for the hydrological sciences. Hydrol. Sci. J. 48, 857-880 (2003) https://doi.org/10.1623/ hysj.48.6.857.51421. [Google Scholar]
Bedient, P.B. Huber, W.C., Hydrology and Floodplain Analysis. Addison-Wesley Publishing Company, 360-364 (1988) [Google Scholar]
Dumairy, Ekonomika Sumberdaya Air Pengantar ke Hidrolika, (1992) [Google Scholar]
Melsen, L.A., Teuling, A.J., Berkum, S.W., Torfs, P.J.J.F., Uijlenhoet, R., Catchments as simple dynamical systems: a case study on methods and data requirements for parameter identification. Water Resour. Res. 50, 5577-5596 (2014) https://doi.org/10.1002/2013WR014720. [Google Scholar]
Correa, A., Windhorst, D., Crespo, P., Celleri, R., Feyen, J., Breuer, L., Continuous versus event-based sampling: how many samples are required for deriving general hydrological understanding on Ecuador’s paramo region? Hydrol. Process. 30, 4059-4073 (2013). https://doi.org/10.1002/hyp.10975 [Google Scholar]
Hua, J., Liang, Z., Yu, Z, A Modified Rasional Formula for Flood Design in Small Basin. Journal pf the American Water Resources Assosiation , 1017-1025 (2003) [CrossRef] [Google Scholar]
Bhunya, P.K. et al., Hybrid model for derivation of synthetic unit hydrograph. J. Hydrol. Eng. 10 (6), 458-467 (2005) [Google Scholar]
Zhang, Z., Koren, V., Reed, S., Smith, M., Zhang, Y., Moreda, F., Cosgrove, B.A., SAC-SMA a priori parameter differences and their impact on distributed hydrologic model simulations, J. Hydrol. 420–421, 216-227 (2012) [CrossRef] [Google Scholar]
Singh, P.K., Mishra, S.K., Jain, M.K., 2013. A review of the Synthetic Unit Hydrograph: from the empirical UH to advanced geomorphological methods. Hydrol. Sci. J. 59 (2), 239-261 (2015) [Google Scholar]
Asch, V. Tang, C., Alkema, D., Zhu, J., Zhou, W., An Integrated Model to Assess Critical Rainfall Thresholds for Run-out Distances of Debris Flows, Springer Science, 299-311 (2013) [Google Scholar]
Bartoletti, N., Casagli, F., Marsili-Libelli, S., Nardi, A., Palandri, L., Data-driven rainfall/runoff modelling based on a neuro-fuzzy inference system. Envi Model Soft, 106, 35-47 (2018) [CrossRef] [Google Scholar]
Parington, D., Brunner, P., Simmons, C.T., Werner, A.D., Therrien, R., Maier, H.R., Dandy, G.C., Evaluation of outputs from automated baseflow separation methods against simulated baseflow from a physically based, surface water-groundwater flow model. Journal of Hydrology, 458–459, 28-39 (2012) [Google Scholar]
Hailegeorgis, T.T, Alfredsen, K., High spasialtemporal resolution and integrated surface and subsurface precipitation modelling for a small stormwater catchment, J. Hydrol, 557, 613-630 (2018) https://doi.org/10/1016/j.jhydrol.2017.12.054 [CrossRef] [Google Scholar]
Coutu, S., Giudice, D.D., Rossi, L., Barry, D.A., Parsimonious hydrological modelling of urban sewer and river catchments. J. Hydrol. 464–465, 477-484 (2012) [CrossRef] [Google Scholar]
Gironas, J., Niemann, J.D., Roesner, L.A., Rodriguez, F., Andrieu, H., A morphoclimatic instantaneous unit hydrograph model for urban catchment based on the kinematic wave approximation. J. Hydrol. 377 (3-4), 317-334 (2009) [CrossRef] [Google Scholar]

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[1] Moreno, C. R., Perez-Sanchez, J., Aparicio, J. S., Asenjo, M. D, The Economic Value of Conjoint Local Management in Water Resources Results from a Contingent Valuation in the Boqueron Aquifer. Science of The Environment , 255-264 (2015) [Google Scholar]

[2] Melkoyan, A, Climate Change Impact on Water Resources and Crop Production in Armenia. Agricultural Water Management , 86-101 (2015) [Google Scholar]

[3] Khamraev, N, Water Resources and Socio Economic Development in the Stateof the Aral Sea Basin. Hidrological research and Water Management Strategies in Arid and Semi Arid Zone 65-68 (1995) [Google Scholar]

[4] Yesuf, H.M., Assen, M., Alamirew, T., Melesse, A.M., Modeling of sediment yield in Maybar gauged watershed using SWAT, northeast Ethiopia. Catena 127, 191-205 (2015) [CrossRef] [Google Scholar]

[5] Arthur, M.R. DeVries, J., Introduction and Application of Kinematic Wave Routing Techniques Using HEC-1 (1993). [Google Scholar]

[6] Wanielista, M. Hidrology and Water Quantity Control. New York: John Wiley and son. (1990) [Google Scholar]

[7] Sivapalan, M., Takeuchi, K., Franks, S.W., Gupta, V.K., Karambiri, H., Lakshim, V., Liang, X., McDonnell, J.J., Mendiondo, E.M., Connell, O., Oki, T., Pomeroy, J.W., Schertzer, D., Uhlenbrook, S., Zehe, E., IAHS decade on Predictions in Ungauged Basins (PUB), 2003–2012: shaping an exciting future for the hydrological sciences. Hydrol. Sci. J. 48, 857-880 (2003) https://doi.org/10.1623/ hysj.48.6.857.51421. [Google Scholar]

[8] Bedient, P.B. Huber, W.C., Hydrology and Floodplain Analysis. Addison-Wesley Publishing Company, 360-364 (1988) [Google Scholar]

[9] Dumairy, Ekonomika Sumberdaya Air Pengantar ke Hidrolika, (1992) [Google Scholar]

[10] Melsen, L.A., Teuling, A.J., Berkum, S.W., Torfs, P.J.J.F., Uijlenhoet, R., Catchments as simple dynamical systems: a case study on methods and data requirements for parameter identification. Water Resour. Res. 50, 5577-5596 (2014) https://doi.org/10.1002/2013WR014720. [Google Scholar]

[11] Correa, A., Windhorst, D., Crespo, P., Celleri, R., Feyen, J., Breuer, L., Continuous versus event-based sampling: how many samples are required for deriving general hydrological understanding on Ecuador’s paramo region? Hydrol. Process. 30, 4059-4073 (2013). https://doi.org/10.1002/hyp.10975 [Google Scholar]

[12] Hua, J., Liang, Z., Yu, Z, A Modified Rasional Formula for Flood Design in Small Basin. Journal pf the American Water Resources Assosiation , 1017-1025 (2003) [CrossRef] [Google Scholar]

[13] Bhunya, P.K. et al., Hybrid model for derivation of synthetic unit hydrograph. J. Hydrol. Eng. 10 (6), 458-467 (2005) [Google Scholar]

[14] Zhang, Z., Koren, V., Reed, S., Smith, M., Zhang, Y., Moreda, F., Cosgrove, B.A., SAC-SMA a priori parameter differences and their impact on distributed hydrologic model simulations, J. Hydrol. 420–421, 216-227 (2012) [CrossRef] [Google Scholar]

[15] Singh, P.K., Mishra, S.K., Jain, M.K., 2013. A review of the Synthetic Unit Hydrograph: from the empirical UH to advanced geomorphological methods. Hydrol. Sci. J. 59 (2), 239-261 (2015) [Google Scholar]

[16] Asch, V. Tang, C., Alkema, D., Zhu, J., Zhou, W., An Integrated Model to Assess Critical Rainfall Thresholds for Run-out Distances of Debris Flows, Springer Science, 299-311 (2013) [Google Scholar]

[17] Bartoletti, N., Casagli, F., Marsili-Libelli, S., Nardi, A., Palandri, L., Data-driven rainfall/runoff modelling based on a neuro-fuzzy inference system. Envi Model Soft, 106, 35-47 (2018) [CrossRef] [Google Scholar]

[18] Parington, D., Brunner, P., Simmons, C.T., Werner, A.D., Therrien, R., Maier, H.R., Dandy, G.C., Evaluation of outputs from automated baseflow separation methods against simulated baseflow from a physically based, surface water-groundwater flow model. Journal of Hydrology, 458–459, 28-39 (2012) [Google Scholar]

[19] Hailegeorgis, T.T, Alfredsen, K., High spasialtemporal resolution and integrated surface and subsurface precipitation modelling for a small stormwater catchment, J. Hydrol, 557, 613-630 (2018) https://doi.org/10/1016/j.jhydrol.2017.12.054 [CrossRef] [Google Scholar]

[20] Coutu, S., Giudice, D.D., Rossi, L., Barry, D.A., Parsimonious hydrological modelling of urban sewer and river catchments. J. Hydrol. 464–465, 477-484 (2012) [CrossRef] [Google Scholar]

[21] Gironas, J., Niemann, J.D., Roesner, L.A., Rodriguez, F., Andrieu, H., A morphoclimatic instantaneous unit hydrograph model for urban catchment based on the kinematic wave approximation. J. Hydrol. 377 (3-4), 317-334 (2009) [CrossRef] [Google Scholar]