Case Studies
Dec 21, 2015

Real-Time Flood Forecasting System: Case Study of Hsia-Yun Watershed, Taiwan

Publication: Journal of Hydrologic Engineering
Volume 21, Issue 4

Abstract

Typhoons and heavy storms frequently cause severe inundation in Taiwan. For early flood warning purposes, a real-time flood forecasting system was acknowledged as a pivotal tool and developed in this study. The system integrates four parts: (1) a gray-based rainfall prediction model, (2) the antecedent hydrological condition estimation method, (3) a deterministic runoff model, and (4) a runoff updating algorithm. The developed system was applied to the Hsia-Yun watershed in Taiwan. The time-invariant parameters, which characterize terrain features, were calibrated in advance. Additionally the time-variant parameters were modeled to change with temporal hydrological condition of the watershed. The gray theory was performed to predict the rainfall intensity in the next 1–3 h, which thus enables the runoff model to forecast incoming runoff in the next 1–3 h. By consulting the real-time feedback flow observation, a runoff updating algorithm was adopted and was helpful in improving the performance of the simulated hydrographs. In real-time application, the system can be initiated or terminated by detecting if the cumulative rainfall depth is larger or less than a predefined threshold value. The idea of the developed system has recently been constructed with a visual interface for real-time flood forecasting by authorities. The overall results confirm that the developed system is competent to forecast flash floods.

Get full access to this article

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

Acknowledgments

This study was supported by the National Science Council, Taiwan, R.O.C. under grant 103-2811-M-019-007. The hydrological records provided by the Water Resources Agency of Taiwan are gratefully acknowledged.

References

Arekhi, S., Shabani, A., and Alavipanah, S. K. (2011). “Evaluation of integrated KW-GIUH and MUSLE models to predict sediment yield using geographic information system (GIS) (case study: Kengir watershed, Iran).” Afr. J. Agric. Res., 6(18), 4185–4198.
Berthet, L., Andréassian, V., Perrin, C., and Javelle, P. (2009). “How crucial is it to account for the antecedent moisture conditions in flood forecasting? Comparison of event-based and continuous approaches on 178 catchments.” Hydrol. Earth Syst. Sci., 13(6), 819–831.
Beschta, R. L. (1998). “Forest hydrology in the Pacific Northwest: Additional research needs.” J. Am. Water Resour. Assoc., 34(4), 729–741.
Brath, A., Burlando, P., and Rosso, R. (1988). “Sensitivity analysis of real-time flood forecasting to on-line rainfall predictions.” Workshop on Natural Disasters in European-Mediterranean Countries, F. Siccardi and R. L. Bras, eds., National Research Council, Perugia, Italy, 469–488.
Brocca, L., Melone, F., and Moramarco, T. (2005). “Empirical and conceptual approaches for soil moisture estimation in view of event-based rainfall–runoff modeling.” Progress in surface and subsurface water studies at the plot and small basin scale, F. Maraga and M. Arattano, eds., UNESCO, Paris, 1–8.
Campolo, M., Soldati, A., and Andreussi, P. (2003). “Artificial neural network approach to flood forecasting in the River Arno.” Hydrol. Sci. J., 48(3), 381–398.
Cao, S.-Y., Lee, K. T., Ho, J.-Y., Liu, X.-N., Huang, E., and Yang, K.-J. (2010). “Analysis of runoff in ungauged mountain watersheds in Sichuan, China using kinematic-wave-based GIUH model.” J. Mt. Sci., 7(2), 157–166.
Choudhury, B. J., and Blanchard, B. J. (1983). “Simulating soil water recession coefficients for agricultural watersheds.” Water Resour. Bull., 19(2), 241–247.
Chow, V. T. (1959). Open-channel hydraulics, McGraw-Hill, New York, 113.
Da Ros, D., and Borga, M. (1997). “Adaptive use of a conceptual model for real time flood forecasting.” Nordic Hydrol., 28(3), 169–188.
Deng, J. L. (1989). “Introduction to grey system theory.” J. Grey Syst., 1(1), 1–24.
French, M. N., Krajewski, W. F., and Cuykendall, R. R. (1992). “Rainfall forecasting in space and time using a neural network.” J. Hydrol., 137(1–4), 1–31.
Goswami, M., O’Connor, K. M., Bhattarai, K. P., and Shamseldin, A. Y. (2005). “Assessing the performance of eight real-time updating models and procedures for the Brosna River.” Hydrol. Earth Syst. Sci., 9(4), 394–411.
Gupta, V. K., Waymire, E., and Wang, C. T. (1980). “A representation of an instantaneous unit hydrograph from geomorphology.” Water Resour. Res., 16(5), 855–862.
Hapuarachchi, H. A. P., Wang, Q. J., and Pagano, T. C. (2011). “A review of advances in flash flood forecasting.” Hydrol. Processes, 25(18), 2771–2784.
Henderson, F. M., and Wooding, R. A. (1964). “Overland flow and groundwater flow from a steady rainfall of finite duration.” J. Geophys. Res., 69(8), 1531–1540.
Horton, R. E. (1939). “Analysis of runoff plot experiments with varying infiltration capacity.” Trans. Am. Geophys. Union, 20(4), 693–711.
Huang, P.-C., and Lee, K. T. (2013). “An efficient method for DEM-based overland flow routing.” J. Hydrol., 489, 238–245.
Huang, Y. P., and Huang, C. C. (1996). “The integration and application of fuzzy and grey modeling methods.” Fuzzy Set. Syst., 78(1), 107–119.
Huang, Y. P., and Wang, S. F. (2007). “The identification of fuzzy grey prediction system by genetic algorithms.” Int. J. Syst. Sci., 28(1), 15–24.
Hydrologic Engineer Center. (1990). “HEC-1 Flood hydrograph package: User’s manual and programmer’s manual.” U.S. Army Corps of Engineers, Davis, CA.
Kar, A., Winn, L., Lohani, A., and Goel, N. (2012). “Soft computing-based workable flood forecasting model for Ayeyarwady River basin of Myanmar.” J. Hydrol. Eng., 17(7), 807–822.
Kumar, P., Chatterjee, C., Lohani, A. K., Kumar, S., and Singh, R. D. (2002). “Sensitivity analysis of the GIUH based Clark model for a catchment.” Water Resour. Manage., 16(4), 263–278.
Kumar, R., Chatterjee, C., Singh, R. D., Lohani, A. K., and Kumar, S. (2007). “Runoff estimation for an ungauged catchment using geomorphological instantaneous unit hydrograph (GIUH) models.” Hydrol. Processes, 21(14), 1829–1840.
Lee, K. T., and Chang, C.-H. (2005). “Incorporating subsurface-flow mechanism into geomorphology-based IUH modeling.” J. Hydrol., 311(1–4), 91–105.
Lee, K. T., Chen, N.-C., and Chung, Y.-R. (2008). “Derivation of variable IUH corresponding to time-varying rainfall intensity during storms.” Hydrol. Sci. J., 53(2), 323–337.
Lee, K. T., Chen, N.-C., and Gartsman, B. I. (2009). “Impact of stream network structure on the transition break of peak flows.” J. Hydrol., 367(3–4), 283–292.
Lee, K. T., and Huang, J.-K. (2013). “Runoff simulation considering time-varying partial contributing area based on current precipitation index.” J. Hydrol., 486, 443–454.
Lee, K. T., and Yang, C.-C. (2010). “Estimation of sediment yield during storms based on soil and watershed geomorphology characteristics.” J. Hydrol., 382(1–4), 145–153.
Lee, K. T., and Yen, B. C. (1997). “Geomorphology and kinematic-wave based hydrograph deviation.” J. Hydraul. Eng., 73–80.
Lohani, A., Goel, N., and Bhatia, K. (2014). “Improving real time flood forecasting using fuzzy inference system.” J. Hydrol., 509, 25–41.
McHale, M. R., McDonnell, J. J., Mitchell, M. J., and Cirmo, C. P. (2002). “A field-based study of soil water and groundwater nitrate release in an Adirondack forested watershed.” Water Resour. Res., 38(4), 2.1–2.17.
Nash, J. E., and Sutcliffe, J. V. (1970). “River flow forecasting through conceptual models. Part 1—A discussion of principles.” J. Hydrol., 10(3), 282–290.
Norbiato, D., Borga, M., Degli Esposti, S., Gaume, E., and Anquetin, S. (2008). “Flash flood warning based on rainfall thresholds and soil moisture conditions: An assessment for gauged and ungauged basins.” J. Hydrol., 362(3–4), 274–290.
Rawls, W. J., Ahuja, L. R., Brakensiek, D. L., and Shirmohammadi, A. (1993). “Infiltration and soil water movement.” Handbook of hydrology, D. R. Maidment, ed., McGraw-Hill, New York.
Rodriguez-Iturbe, I., and Valdes, J. B. (1979). “The geomorphologic structure of hydrologic response.” Water Resour. Res., 15(6), 1409–1420.
Shadeed, S., Shaheen, H., and Jayyousi, A. (2007). “GIS-based KW-GIUH hydrological model of semiarid catchments: The case of Faria catchment, Palestine.” Ar. J. Sci. Eng., 32, 3–16.
Smedema, L. K., and Rycroft, D. W. (1983). Land drainage: Planning and design of agricultural drainage systems, Batsford, London, 376.
Strahler, A. N. (1950). “Equilibrium theory of erosional slopes approached by frequency distribution analysis.” Am. J. Sci., 248(10), 673–696.
Wang, Y., and Tung, T. K. (2006). “Stochastic generation of geomorphological instantaneous unit hydrograph-based flow hydrograph.” Int. J. River Basin Manage., 4(1), 49–56.
WMO. (1992). “Simulated real-time intercomparison of hydrological models.”, Geneva.
Xia, J. (1989). “Research and application of grey system theorem to hydrology.” J. Grey Syst., 1(1), 43–52.
Xiong, L., and O’Connor, K. M. (2002). “Comparison of four updating models for real-time river flow forecasting.” Hydrol. Sci. J., 47(4), 621–639.
Yen, B. C., and Lee, K. T. (1997). “Unit hydrograph derivation for ungauged watershed by stream order laws.” J. Hydrol. Eng., 2(1), 1–9.
Yu, P.-S., Chen, C. J., and Chen, S.-J. (2000). “Application of gray and fuzzy methods for rainfall forecasting.” J. Hydrol. Eng., 5(4), 339–345.
Yu, P.-S., Chen, C.-J., Chen, S.-J., and Lin, S.-C. (2001). “Application of grey model toward runoff forecasting.” J. Am. Water Resour. Assoc., 37(1), 151–166.
Zhou, S. L., McMahon, T. A., Walton, A., and Lewis, J. (2000). “Forecasting daily urban water demand: A case study of Melbourne.” J. Hydrol., 236(3–4), 153–164.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 21Issue 4April 2016

History

Received: Mar 20, 2015
Accepted: Sep 28, 2015
Published online: Dec 21, 2015
Published in print: Apr 1, 2016
Discussion open until: May 21, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Jen-Kuo Huang
Postdoctoral Fellow, Dept. of River and Harbor Engineering, National Taiwan Ocean Univ., Keelung 202, Taiwan 20224, ROC.
Ya-Hsin Chan
Graduate Student, Dept. of River and Harbor Engineering, National Taiwan Ocean Univ., Keelung 202, Taiwan 20224, ROC.
Kwan Tun Lee [email protected]
Professor, Dept. of River and Harbor Engineering, National Taiwan Ocean Univ., Keelung 202, Taiwan 20224, ROC (corresponding author). E-mail: [email protected]

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.

Cited by

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