Case Studies
Jul 27, 2024

Performance of Loss Models for Predicting Flood Hydrographs in a Semiarid Watershed with Limited Observations Using Deterministic and Probabilistic Hydrologic Models

Publication: Journal of Hydrologic Engineering
Volume 29, Issue 5

Abstract

Prediction of flood hydrographs in semiarid regions is a complex task due to limited rainfall-runoff observations. The application of complex loss models that have intensive input data requirements can be impractical for such regions. The performance of three loss models, namely, initial and constant rate (IC), Soil Conservation Service (SCS), and constant fraction (CF), in prediction of flood events in a 37.2-km2 semiarid watershed was evaluated using deterministic and probabilistic hydrologic models. We quantified the performance in terms of bias, error, and correlation via relative error (RE), Nash–Sutcliff efficiency (NSE), and percent bias (PBIAS) for 14 events with dry prestorm conditions and a range of rainfall properties (duration, depth, and temporal pattern) and runoff characteristics (peak, volume, and time to peak). The NSE values of the deterministic model ranged from 0.61 to 0.90 and 0.50 to 0.63 for calibration and validation, respectively, in the best model (IC). The results suggest that the performance of loss models was inconsistent in terms of hydrograph attributes. The IC model was best in terms of peak flow according to both deterministic and probabilistic models and best in terms of volume according to the deterministic model, but similar to SCS and better than the CF based on the probabilistic model. The CF model mostly underestimated the runoff volume and peak flow. The performances of the loss models were almost identical in the prediction of the time to peak. These results suggested that deterministic models may be insufficient for selecting the best loss models. Probabilistic models, incorporating the parametric uncertainty, are needed to further evaluate the performance of loss models. There was no correlation between the performance of models and the size of events. Rainfall temporal pattern was found to be an effective factor in the accuracy of flood hydrology predictions. The results can guide the selection of loss models in semiarid watersheds.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

References

Abushandi, E., and B. Merkel. 2013. “Modelling rainfall runoff relations using HEC-HMS and IHACRES for a single rain event in an arid region of Jordan.” Water Resour. Manage. 27 (May): 2391–2409. https://doi.org/10.1007/s11269-013-0293-4.
Ahmadisharaf, E., and B. L. Benham. 2020. “Risk-based decision making to evaluate pollutant reduction scenarios.” Sci. Total Environ. 702 (Feb): 135022. https://doi.org/10.1016/j.scitotenv.2019.135022.
Ahmadisharaf, E., R. A. Camacho, H. X. Zhang, M. M. Hantush, and Y. M. Mohamoud. 2019. “Calibration and validation of watershed models and advances in uncertainty analysis in TMDL studies.” J. Hydrol. Eng. 24 (7): 03119001. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001794.
Ahmadisharaf, E., R. A. Camacho-Rincon, H. X. Zhang, M. M. Hantush, Y. M. Mohamoud, and N. W. T. Quinn. 2022. “Model calibration and validation.” In TMDL manual of practice, edited by H. X. Zhang, D. K. Borah, and G. Padmanabhan. Arlington, VA: ASCE.
Ahmadisharaf, E., A. J. Kalyanapu, J. R. Lillywhite, and G. L. Tonn. 2018. “A probabilistic framework to evaluate the uncertainty of design hydrograph: Case study of Swannanoa river watershed.” Hydrol. Sci. J. 63 (12): 1776–1790. https://doi.org/10.1080/02626667.2018.1525616.
Ajmal, M., G. W. Moon, J. H. Ahn, and T. W. Kim. 2015. “Investigation of SCS-CN and its inspired modified models for runoff estimation in South Korean watersheds.” J. Hydro-environ. Res. 9 (4): 592–603. https://doi.org/10.1016/j.jher.2014.11.003.
Al-Qurashi, A., N. McIntyre, H. Wheater, and C. Unkrich. 2008. “Application of the Kineros2 rainfall-runoff model to an arid catchment in Oman.” J. Hydrol. 355 (1–4): 91. https://doi.org/10.1016/j.jhydrol.2008.03.022.
Alvarez-Garreton, C., D. Ryu, A. W. Western, W. T. Crow, and D. E. Robertson. 2014. “The impacts of assimilating satellite soil moisture into a rainfall–runoff model in a semi-arid catchment.” J. Hydrol. 519 (Nov): 2763–2774. https://doi.org/10.1016/j.jhydrol.2014.07.041.
Alves Alvarenga, L., C. Rogério de Mello, A. Colombo, and L. Adriana Cuartas. 2017. “Performance of a distributed hydrological model based on soil and moisture zone maps.” Rev. Bras. Cienc. Solo 41 (Aug): e0160551. https://doi.org/10.1590/18069657rbcs20160551.
Asquith, W. H., and M. C. Roussel. 2007. An initial-abstraction, constant-loss model for unit hydrograph modeling for applicable watersheds in Texas. Reston, VA: USGS.
Bahat, Y., T. Grodek, J. Lekach, and E. Morin. 2009. “Rainfall-runoff modeling in a small hyper-arid hyper-arid catchment.” J. Hydrol. 373 (1–2): 204–217. https://doi.org/10.1016/j.jhydrol.2009.04.026.
Bahrami, E., M. Salarijazi, O. Mohammadrezapour, and P. Haghighat Jou. 2022. “Evaluation of SCS model for flood characteristic prediction in an ungauged catchment considering effects of excess rainfall and base flow separation.” J. Earth Syst. Sci. 131 (1): 11. https://doi.org/10.1007/s12040-021-01756-2.
Bennett, B., M. Leonard, Y. Deng, and S. Westra. 2018. “An empirical investigation into the effect of antecedent precipitation on flood volume.” J. Hydrol. 567 (Dec): 435–445. https://doi.org/10.1016/j.jhydrol.2018.10.025.
Beven, K. 2006. “A manifesto for the equifinality thesis.” J. Hydrol. 320 (1–2): 18–36. https://doi.org/10.1016/j.jhydrol.2005.07.007.
Beven, K., and A. Binley. 1992. “The future of distributed models: Model calibration and uncertainty prediction.” Hydrol. Processes 6 (3): 279–298. https://doi.org/10.1002/hyp.3360060305.
Beven, K., and A. Binley. 2014. “GLUE: 20 years on.” Hydrol. Processes 28 (24): 5897–5918. https://doi.org/10.1002/hyp.10082.
Beven, K., and J. Freer. 2001. “Equifinality, data assimilation, and uncertainty estimation in mechanistic modelling of complex environmental systems using GLUE methodology.” J. Hydrol. 249 (1–4): 11–29. https://doi.org/10.1016/S0022-1694(01)00421-8.
Beven, K. J. 2012. Rainfall-runoff modelling: The primer. Chichester: Wiley.
Bronstert, A., and A. Bárdossy. 1999. “The role of spatial variability of soil moisture for modelling surface runoff generation at the small catchment scale.” Hydrol. Earth Syst. Sci. Discuss. 3 (4): 505–516. https://doi.org/10.5194/hess-3-505-1999.
Carlesso, R., R. B. Spohr, F. L. F. Eltz, and C. H. Flores. 2011. “Runoff estimation in southern Brazil based on Smith’s modified model and the curve number method.” Agric. Water Manage. 98 (6): 1020–1026. https://doi.org/10.1016/j.agwat.2011.01.012.
Castillo, V. M., A. Gómez-Plaza, and M. Martínez-Mena. 2003. “The role of antecedent soil water content in the runoff response of semiarid catchments: A simulation approach.” J. Hydrol. 284 (1–4): 114–130. https://doi.org/10.1016/S0022-1694(03)00264-6.
Chahinian, N., R. Moussa, P. Andrieux, and M. Voltz. 2005. “Comparison of infiltration models to simulate flood events at the field scale.” J. Hydrol. 306 (1–4): 191–214. https://doi.org/10.1016/j.jhydrol.2004.09.009.
Chow, V., D. Maidment, and L. Mays. 1988. Applied hydrology, 572. New York: McGraw-Hill.
Cordery, I. 1987. Storm losses and design rainfall excess I Australian rainfall and runoff, a guide to flood estimation. West Bengal, Kolkata, India: Institution of Engineers.
Cydzik, K., and T. S. Hogue. 2009. “Modeling postfire response and recovery using the hydrologic engineering center hydrologic modeling system (HEC-HMS).” J. Am. Water Resour. Assoc. 45 (3): 702–714. https://doi.org/10.1111/j.1752-1688.2009.00317.x.
Duan, Z., and D. C. Froehlich. 2012. “Comparing influence of combinations of precipitation loss and rainfall excess-runoff transform models to flood flow rate in a flatland watershed.” Int. J. Hydrol. Sci. Technol. 2 (1): 22–33. https://doi.org/10.1504/IJHST.2012.045937.
Dunkerley, D. 2012. “Effects of rainfall intensity fluctuations on infiltration and runoff: Rainfall simulation on dryland soils, Fowlers Gap, Australia.” Hydrol. Processes 26 (15): 2211–2224. https://doi.org/10.1002/hyp.8317.
Feldman, A. D. 2000. Hydrologic modeling system HEC-HMS: Technical reference manual. Davis, CA: USACE, Hydrologic Engineering Center.
Fentie, B., B. Yu, M. Silburn, and C. Ciesiolka. 2002. “Evaluation of eight different methods to predict hillslope runoff rates for a grazing catchment in Australia.” J. Hydrol. 261 (1–4): 102–114. https://doi.org/10.1016/S0022-1694(02)00017-3.
Freer, J., K. Beven, and B. Ambroise. 1996. “Bayesian estimation of uncertainty in runoff prediction and the value of data: An application of the GLUE approach.” Water Resour. Res. 32 (7): 2161–2173. https://doi.org/10.1029/95WR03723.
Gamage, S. H. P. W., G. A. Hewa, and S. Beecham. 2015. “Modelling hydrological losses for varying rainfall and moisture conditions in South Australian catchments.” J. Hydrol.: Reg. Stud. 4 (Part B): 1–21. https://doi.org/10.1016/j.ejrh.2015.04.005.
Goodrich, D. C., L. J. Lane, R. M. Shillito, S. N. Miller, K. H. Syed, and D. A. Woolhiser. 1997. “Linearity of basin response as a function of scale in a semiarid watershed.” Water Resour. Res. 33 (12): 2951–2965. https://doi.org/10.1029/97WR01422.
Green, W. H., and G. A. Ampt. 1911. “Studies on soil physics Part I.—The flow of air and water through soils.” J. Agric. Sci. 4 (1): 1–24. https://doi.org/10.1017/S0021859600001441.
Halwatura, D., and M. M. M. Najim. 2013. “Application of the HEC-HMS model for runoff simulation in a tropical catchment.” Environ. Modell. Software 46 (Aug): 155–162. https://doi.org/10.1016/j.envsoft.2013.03.006.
Hill, P. I., R. G. Mein, and L. Siriwardena. 1998. How much rainfall becomes runoff?: Loss modelling for flood estimation. Canberra, Australia: Cooperative Research Centre for Catchment Hydrology.
Hino, M., Y. Odaka, K. Nadaoka, and A. Sato. 1988. “Effect of initial soil moisture content on the vertical infiltration process—A guide to the problem of runoff-ratio and loss.” J. Hydrol. 102 (1): 267–284. https://doi.org/10.1016/0022-1694(88)90102-3.
Huo, W., Z. Li, K. Zhang, J. Wang, and C. Yao. 2020. “GA-PIC: An improved Green-Ampt rainfall-runoff model with a physically based infiltration distribution curve for semi-arid basins.” J. Hydrol. 586 (Jul): 124900. https://doi.org/10.1016/j.jhydrol.2020.124900.
Janssen, H. 2013. “Monte-Carlo based uncertainty analysis: Sampling efficiency and sampling convergence.” Reliab. Eng. Syst. Saf. 109 (Jan): 123–132. https://doi.org/10.1016/j.ress.2012.08.003.
Jiang, Y., C. Liu, X. Li, L. Liu, and H. Wang. 2015. “Rainfall-runoff modeling, parameter estimation and sensitivity analysis in a semiarid catchment.” Environ. Modell. Software 67 (May): 72–88. https://doi.org/10.1016/j.envsoft.2015.01.008.
Jin, H., R. Liang, Y. Wang, and P. Tumula. 2015. “Flood-runoff in semi-arid and sub-humid regions, a case study: A simulation of Jianghe watershed in northern China.” Water 7 (9): 5155–5172. https://doi.org/10.3390/w7095155.
Jothityangkoon, C., M. Sivapalan, and D. L. Farmer. 2001. “Process controls of water balance variability variability in a large semi-arid catchment: Downward approach to hydrological model development.” J. Hydrol. 254 (1–4): 174–198. https://doi.org/10.1016/S0022-1694(01)00496-6.
Kottek, M., J. Grieser, C. Beck, B. Rudolf, and F. Rubel. 2006. “World map of the Köppen-Geiger climate classification updated.” Meteorol. Zeitschrift 15 (3): 259–263. https://doi.org/10.1127/0941-2948/2006/0130.
Legates, D. R., and G. J. Mccabe. 1999. “Evaluating the use of ‘goodness-of-fit’ measures in hydrologic and hydroclimatic model validation.” Water Resour. Res. 35 (1): 233–241. https://doi.org/10.1029/1998WR900018.
Madsen, H. 2000. “Automatic calibration of a conceptual rainfall–runoff model using multiple objectives.” J. Hydrol. 235 (3–4): 276–288. https://doi.org/10.1016/S0022-1694(00)00279-1.
Martínez-Mena, M., J. Albaladejo, and V. M. Castillo. 1998. “Factors influencing surface runoff generation in a Mediterranean semi-arid environment: Chicamo watershed, SE Spain.” Hydrol. Processes 12 (5): 741–754. https://doi.org/10.1002/(SICI)1099-1085(19980430)12:5%3C741::AID-HYP622%3E3.0.CO;2-F.
McCuen, R. H. 2004. Hydrologic analysis and design, 859. 3rd ed. Hoboken, NJ: Prentice Hall.
Mediero, L., and T. Kjeldsen. 2014. “Regional flood hydrology in a semi-arid catchment using a GLS regression model.” J. Hydrol. 514 (Jun): 158–171. https://doi.org/10.1016/j.jhydrol.2014.04.007.
Meenu, R., S. Rehana, and P. Mujumdar. 2013. “Assessment of hydrologic impacts of climate change in Tunga–Bhadra River Basin, India with HEC-HMS and SDSM.” Hydrol. Processes 27 (11): 1572–1589. https://doi.org/10.1002/hyp.9220.
Mendonça dos Santos, F., R. Proença de Oliveira, and F. Fábio Mauad. 2018. “Lumped versus distributed hydrological modeling of the Jacaré-Guaçu Basin, Brazil.” J. Environ. Eng. 144 (8): 04018056. https://doi.org/10.1061/(ASCE)EE.1943-7870.0001397.
Merz, B., and E. J. Plate. 1997. “An analysis of the effects of spatial variability of soil and soil moisture on runoff.” Water Resour. Res. 33 (12): 2909–2922. https://doi.org/10.1029/97WR02204.
Michaud, J., and S. Sorooshian. 1994. “Comparison of simple versus complex distributed runoff models on a midsized semiarid watershed.” Water Resour. Res. 30 (3): 593–605. https://doi.org/10.1029/93WR03218.
Mishra, A., E. Ahmadisharaf, B. L. Benham, M. L. Wolfe, S. C. Leman, D. L. Gallagher, K. H. Reckhow, and E. P. Smith. 2018. “Generalizedlikelihood uncertainty estimation and Markov chain Monte Carlo simu-lation to prioritize TMDL pollutant allocations.” J. Hydrol. Eng. 23 (12): 05018025. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001720.
Morel-Seytoux, H. J. 1978. “Derivation of equations for variable rainfall infiltration.” Water Resour. Res. 14 (4): 561–568. https://doi.org/10.1029/WR014i004p00561.
Moriasi, D., M. W. Gitau, N. Pai, and P. Daggupati. 2015. “Hydrologic and water quality models: Performance measures and evaluation criteria.” Trans. ASABE 58 (6): 1763–1785. https://doi.org/10.13031/trans.58.10715.
Moriasi, D. N., J. G. Arnold, M. W. Van Liew, R. L. Bingner, R. D. Harmel, and T. L. Veith. 2007. “Model evaluation guidelines for systematic quantification of accuracy in watershed simulations.” Trans. ASABE 50 (3): 885–900. https://doi.org/10.13031/2013.23153.
Nash, J. E., and J. V. Sutcliffe. 1970. “River flow forecasting through conceptual models part I—A discussion of principles.” J. Hydrol. 10 (3): 282–290. https://doi.org/10.1016/0022-1694(70)90255-6.
Nelder, J. A., and R. Mead. 1965. “A simplex method for function minimization.” Comput. J. 7 (4): 308–313. https://doi.org/10.1093/comjnl/7.4.308.
Omlin, M., R. Brun, and P. Reichert. 2001. “Biogeochemical model ofLake Zürich: Sensitivity, identifiability and uncertainty analysis.” Ecol. Modell. 141 (1): 105–123. https://doi.org/10.1016/S0304-3800(01)00257-5.
Parajuli, P. B., N. O. Nelson, L. D. Frees, and K. R. Mankin. 2009. “Comparison of AnnAGNPS and SWAT model simulation results in USDACEAP agricultural watersheds in south-central Kansas.” Hydrol. Processes 23 (5): 748–763. https://doi.org/10.1002/hyp.7174.
Parchami-Araghi, F., S. M. Mirlatifi, S. G. Dashtaki, and M. H. Mahdian. 2013. “Point estimation of soil water infiltration process using artificial neural networks for some calcareous soils.” J. Hydrol. 481 (Feb): 35–47. https://doi.org/10.1016/j.jhydrol.2012.12.007.
Ratto, M., S. Tarantola, and A. Saltelli. 2001. “Sensitivity analysis in model calibration: GSA-GLUE approach.” Comput. Phys. Commun. 136 (3): 212–224. https://doi.org/10.1016/S0010-4655(01)00159-X.
Rawles, W. J., and D. Brakensiek. 1982. “Estimating soil water retention from soil properties.” J. Irrig. Drain. Div. 108 (2): 166–171. https://doi.org/10.1061/JRCEA4.0001383.
Rezaei-Sadr, H. 2019. “Flood hydrograph prediction in a semiarid mountain catchment: The role of catchment subdivision.” J. Flood Risk Manage. 13 (Jan): e12568. https://doi.org/10.1111/jfr3.12568.
Ritter, A., and R. Muñoz-Carpena. 2013. “Performance evaluation of hydrological models: Statistical significance for reducing subjectivity in goodness-of-fit assessments.” J. Hydrol. 480 (Feb): 33–45. https://doi.org/10.1016/j.jhydrol.2012.12.004.
Rogger, M., B. Kohl, H. Pirkl, A. Viglione, J. Komma, R. Kirnbauer, R. Merz, and G. Blöschl. 2012. “Runoff models and flood frequency statistics for design flood estimation in Austria–Do they tell a consistent story?” J. Hydrol. 456 (Aug): 30–43. https://doi.org/10.1016/j.jhydrol.2012.05.068.
Schoener, G., and M. C. Stone. 2020. “Monitoring soil moisture at the catchment scale–A novel approach combining antecedent precipitation index and radar-derived rainfall data.” J. Hydrol. 589 (Oct): 125155. https://doi.org/10.1016/j.jhydrol.2020.125155.
Schoener, G., M. C. Stone, and C. Thomas. 2021. “Comparison of seven simple loss models for runoff prediction at the plot, hillslope and catchment scale in the semiarid southwestern US.” J. Hydrol. 598 (Jul): 126490. https://doi.org/10.1016/j.jhydrol.2021.126490.
SCS (Soil Conservation Service). 1972. “Estimation of direct runoff from storm rainfall.” In National engineering handbook. Washington, DC: Dept. of Agriculture, SCS.
Sherif, M. M., M. M. Mohamed, A. Shetty, and M. Almulla. 2011. “Rainfall-runoff modeling of three wadis in the northern area of UAE.” J. Hydrol. Eng. 16 (1): 10–20. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000280.
Shojaei, P., D. Farsadizadeh, and A. Hosseinzadeh Dalir. 2011. “Effects of combined submerged vanes and collar on the scour reduction around cylindrical bridge piers.” Water Soil Sci. 15 (57): 23–33.
Shojaei, P., M. Gheysari, B. Myers, and H. Esmaeili. 2020. “Quantifying microclimatic conditions: An attempt to more accurately estimate urban landscape water requirements.” Urban For. Urban Greening 54 (Oct): 126767. https://doi.org/10.1016/j.ufug.2020.126767.
Šraj, M., L. Dirnbek, and M. Brilly. 2010. “The influence of effective rainfall on modeled runoff hydrograph.” J. Hydrol. Hydromech. 58 (1): 3–14. https://doi.org/10.2478/v10098-010-0001-5.
Stedinger, J. R., R. M. Vogel, S. U. Lee, and R. Batchelder. 2008. “Appraisal of the generalized likelihood uncertainty estimation (GLUE) method.” Water Resour. Res. 44 (Dec): W00B06. https://doi.org/10.1029/2008WR006822.
Stow, C. A., K. H. Reckhow, S. S. Qian, and E. Conrad. 2007. “Approaches to estimate water quality model parameter uncertainty for adaptive TMDL implementation.” J. Am. Water Resour. Assoc. 43 (6): 1499–1507. https://doi.org/10.1111/j.1752-1688.2007.00123.x.
Straub, T. D., C. S. Melching, and K. E. Kocher. 2000. “Equations for estimating Clark unit hydrograph parameters for small rural watersheds in Illinois.” In Water resources Investigations Report 00-4184, 4e6. Urbana, IL: Illinois Department of Natural Resources, Office of Water Resources, USGS.
Thompson, S. E., C. J. Harman, P. Heine, and G. G. Katul. 2010. “Vegetation-infiltration relationships across climatic and soil type gradients.” J. Geophys. Res. Biogeosci. 115 (G2): 12. https://doi.org/10.1029/2009JG001134.
USACE. 1998. Engineering and design—Runoff from snowmelt. Engineering Manual 1110-2-1406. Washington, DC: USACE.
USACE. 2000. HEC-HMS hydrologic modeling system, technical reference manual. CPD-74B. Washington, DC: USACE.
USACE. 2012. HEC-HMS hydrologic modeling system, user’s manual, version 4.0. Washington, DC: USACE.
USDA. 1972. “Section 4: Hydrology.” In National engineering handbook. Washington, DC: USDA.
Van de Giesen, N. C., T. J. Stomph, and N. De Ridder. 2000. “Scale effects of Hortonian over-land flow and rainfall–runoff dynamics in a West African catena landscape.” Hydrol. Processes 14 (1): 165–175. https://doi.org/10.1002/(SICI)1099-1085(200001)14:1%3C165::AID-HYP920%3E3.0.CO;2-1.
Van Steenbergen, N., and P. Willems. 2013. “Increasing river flood preparedness by real-time warning based on wetness state conditions.” J. Hydrol. 489 (May): 227–237. https://doi.org/10.1016/j.jhydrol.2013.03.015.
Wheater, H. S., and H. S. Wheater. 2002. “Hydrological processes in arid and semi arid areas.” In Hydrology of wadi systems, edited by R. A. Al-Weshah. Paris: UNESCO.
Willems, P. 2009. “A time series tool to support the multi-criteria performance evaluation of rainfall-runoff models.” Environ. Modell. Software 24 (3): 311–321. https://doi.org/10.1016/j.envsoft.2008.09.005.
Wu, J., R. Zou, and S. L. Yu. 2006. “Uncertainty analysis for coupled watershed and water quality modeling systems.” J. Water Resour. Plann. Manage. 132 (5): 351–361. https://doi.org/10.1061/(ASCE)0733-9496(2006)132:5(351).
Xiaojun, G., C. Peng, C. Xingchang, L. Yong, Z. Ju, and S. Yuqing. 2020. “Estimation of discharges of water flows and debris floods in a small watershed.” Earth Surf. Processes Landforms 46 (3): 642–658. https://doi.org/10.1002/esp.5053.
Zarepour Moshizi, M., A. Yousefi, A. Mozafar Amini, and P. Shojaei. 2022. “Rural vulnerability to water scarcity in Iran: An integrative methodology for evaluating exposure, sensitivity and adaptive capacity.” GeoJournal 88 (2): 2121–2136. https://doi.org/10.1007/s10708-022-10726-0.
Zelelew, D. G., and S. Langon. 2019. “Selection of appropriate loss methods in HEC-HMS model and determination of the derived values of the sensitive parameters for un-gauged catchments in northern Ethiopia.” Int. J. River Basin Manage. 18 (1): 127–135. https://doi.org/10.1080/15715124.2019.1672701.
Zema, D. A., A. Labate, D. Martino, and S. M. Zimbone. 2017. “Comparing different infiltration methods of the HEC-HMS model: The case study of the MÉSIMA torrent (southern Italy).” Land Degrad. Dev. 28 (1): 294–308. https://doi.org/10.1002/ldr.2591.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 29Issue 5October 2024

History

Received: Aug 24, 2023
Accepted: May 3, 2024
Published online: Jul 27, 2024
Published in print: Oct 1, 2024
Discussion open until: Dec 27, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Hadi Esmaeili, P.E. [email protected]
Research Assistant, Faculty of Water Science and Engineering, Shahid Chamran Univ. of Ahvaz, Ahvaz 6135783151, Iran. Email: [email protected]
Dept. of Architecture and Civil Engineering, Univ. of Bath, Bath BA2 7AY, UK; formerly, Marie Curie Postdoc, Dept. of Water Engineering, Isfahan Univ. of Technology, Isfahan 8415683111, Iran (corresponding author). ORCID: https://orcid.org/0000-0002-2762-8864. Email: [email protected]
Ebrahim Ahmadisharaf, Ph.D.
Assistant Research Professor, Resilient Infrastructure and Disaster Response Center, Dept. of Civil and Environmental Engineering, Florida A&M Univ.-Florida State Univ., College of Engineering, Tallahassee, FL 32310.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share