Skip to main content
Log in

The storage potential of different surface coverings for various scale storms on Wu-Tu watershed, Taiwan

  • Original Paper
  • Published:
Natural Hazards Aims and scope Submit manuscript

Abstract

An impervious surface cover is continuously spreading over the Wu-Tu upstream watershed due to the concentrated population and raised economical demands, while that area also frequently suffers from heavy storms or typhoons during the summer season. The increased flood volume due to this extended imperviousness causes a greater potential hazard than that of the past. In order to evaluate the urbanized impacts on the watershed, a set of methods were used to estimate the changes of the watershed storage. This research chose 51 observed events from three raingauges on the Wu-Tu upstream watershed, Taiwan, to study the volume characteristic of abstracted rainwater. In the study, the block Kriging method was used to estimate the area rainfall and the hourly excess was derived through the non-linear programing (NLP). A total of 40 samples were calibrated through the hydrological model and the Soil Conservation Service (SCS) model using the optimum seeking method in order to search out and establish the best parameters that illustrate the hydrological and geomorphic conditions at that time. Eleven cases were used to examine the established relationship of the parameters and the impervious coverings. A design storm approach was used to view the changes of the volume for various scale storms/typhoons because of the different degrees of urbanization. Then, a diagram was designed to show the relationships that exist among the runoff coefficient, return period, and impervious surface. The satisfactory results show that storage capability of rainwater for various scale storms on the Wu-Tu watershed would be respectively reduced about 42–156 cms in different decrements up to now.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10

Similar content being viewed by others

References

  • Arnell V (1982) Estimating runoff volumes from urban areas. Water Resour Bull 18(3):383–387

    Google Scholar 

  • Aronica G, Cannarozzo M (2000) Studing the hydrological response of urban catchments using a semi-distributed linear non-linear model. J Hydrol 238:35–43

    Article  Google Scholar 

  • Bérod DD, Singh VP, Devred D, Musy A (1995) A geomorphologic non-linear cascade (GNC) model for estimation of floods from small alpine watersheds. J Hydrol 166:147–170

    Article  Google Scholar 

  • Bhaskar NR (1988) Projection of urbanization effects on runoff using Clark’s instantaneous unit hydrograph parameters. Water Resour Bull 24(1):113–124

    Google Scholar 

  • Bonta JV, Amerman CR, Harlukowicz TJ, Dick WA (1997) Impact of coal surface mining on three Ohio watersheds – surface-water hydrology. J Am Water Resour As 33(4):907–917

    Article  Google Scholar 

  • Boyd MJ, Bufill MC, Knee RM (1994) Predicting pervious and impervious storm runoff from urban basins. Hydrol Sci J 39:321–332

    Article  Google Scholar 

  • Cheng S-J, Wang R-Y (2002) An approach for evaluating the hydrological effects of urbanization and its application. Hydrol Process 16(7):1403–1418

    Article  Google Scholar 

  • Chiles JP, Delfiner P (1999) Geostatistics: modeling spatial uncertainty. Wiley, New York

    Google Scholar 

  • Chow VT, Maidment DR, Mays LW (1988) Applied hydrology. McGraw-Hill Book Company, New York

    Google Scholar 

  • Duan Q, Sorooshian S, Gupta VK (1992) Effective and efficient global optimization for conceptual rainfall-runoff models. Water Resour Res 28(4):1015–1031

    Article  Google Scholar 

  • Duan Q, Sorooshian S, Gupta VK (1994) Optimal use of the SCE-UA global optimization method for calibrating watershed models. J Hydrol 158:265–284

    Article  Google Scholar 

  • Duan Q, Gupta VK, Sorooshian S (1993) Shuffled complex evolution approach for effective and efficient global minimization. J Optim Theory Appl 76(3):501–521

    Article  Google Scholar 

  • Franchini M, O’Connell PE (1996) An analysis of the dynamic component of the geomorphologic instantaneous unit hydrograph. J Hydrol 175:407–428

    Article  Google Scholar 

  • Goovaerts P (2000) Geostatistical approaches for incorporating elevation into the spatial interpolation of rainfall. J Hydrol 228:113–129

    Article  Google Scholar 

  • Gremillion P, Gonyeau, P., A., Wanielista M (2000) Application of alternative hydrograph separation models to detect changes in flow paths in a watershed undergoing urban development. Hydrol Process 14:1485–1501

  • Hjelmfelt AT (1980) Empirical investigation of curve number technique, ASCE. J Hydraulics Div 106:1471–1476

    Google Scholar 

  • Hollis GE (1975) The effect of urbanization on floods of different recurrence interval. Water Resour Res 11(3):431–435

    Google Scholar 

  • Hsieh LS, Wang RY (1999) A semi-distributed parallel-type linear reservoir rainfall-runoff model and its application in Taiwan. Hydrol Process 13:1247–1268

    Article  Google Scholar 

  • Jin CX (1992) A deterministic gamma-type geomorphologic instantaneous unit hydrograph based on path types. Water Resour Res 28(2):479–486

    Article  Google Scholar 

  • Junil P, Kang IS, Singh VP (1999) Comparison of simple runoff models used in Korea for small watersheds. Hydrol Process 13:1527–1540

    Article  Google Scholar 

  • Kang IS, Park JI, Singh VP (1998) Effect of urbanization on runoff characteristics of the On-Cheon Stream watershed in Pusan, Korea. Hydrol Process 12:351–363

    Article  Google Scholar 

  • Krug WR (1996) Simulation of temporal changes in rainfall-runoff characteristics, Coon Creek Basin, Wisconsin. Water Resour Bull 32(4):745–752

    Google Scholar 

  • Kumar S, Jain SC (1982) Applications of SCS infiltration model. Water Resour Bull 18(3):503–507

    Google Scholar 

  • Lazaro TR (1976) Nonparametric statistical analysis of annual peak flow data from a recently urbanized watershed. Water Resour Bull 12:101–107

    Google Scholar 

  • Lee YH, Singh VP (2005) Tank model for sediment yield. Water Resour Manage 19:349–362

    Article  Google Scholar 

  • Matheron G (1971) The theory of regionalized variables and its application. Cahiers du Centre de Morphologic Mathematique, Ecole des Mines, Fountainbleau, France

  • Mays LW, Taur CK (1982) Unit hydrographs via nonlinear programming. Water Resour Res 18(4):744–752

    Google Scholar 

  • Moon J, Kim J-H, Yoo C (2004) Storm-coverage effect on dynamic flood-frequency analysis: empirical data analysis. Hydrol Process 18:159–178

    Article  Google Scholar 

  • Moscrip AL, Montgomery DR (1997) Urbanization, flood frequency, and salmon abundancee in Puget Lowland Streams. J Am Water Resour As 33(6):1289–1297

    Article  Google Scholar 

  • Nash JE (1957) The form of the instantaneous unit hydrograph. IAHS Publ 45:112–121

    Google Scholar 

  • Rodriguez F, Andrieu H, Creutin J-D (2003) Surface runoff in urban catchments: morphological identification of unit hydrographs from urban databanks. J Hydrol 283:146–168

    Article  Google Scholar 

  • Simmons DL, Reynolds RJ (1982) Effects of urbanization on base flow of selected south-shore streams, Long Island, New York. Water Resour Bull 18:797–805

    Google Scholar 

  • Singh RB (1998) Land use/cover changes, extreme events and ecohydrological response in the Himalayan Region. Hydrol Process 12: 2043–2055

    Article  Google Scholar 

  • Sorooshian S, Duan Q, Gupta VK (1993) Calibration of rainfall-runoff models: application of global optimization to the Sacramento soil moisture accounting model. Water Resour Res 29:1185–1194

    Article  Google Scholar 

  • Syed KH, Goodrich DC, Myers DE, Sorooshian S (2003) Spatial characteristics of thunderstorm rainfall fields and their relation to runoff. J Hydrol 271:1–21

    Article  Google Scholar 

  • Tsihrintzis VA, Hamid R (1997) Urban stormwater quantity/quality modeling using the SCS method and empirical equations. J Am Water Resour As 33(1):163–176

    Article  Google Scholar 

  • Tung YK, Mays LW (1981) State variable model for urban rainfall-runoff process. Water Resour Bull 17(2):181–189

    Google Scholar 

  • Wackernagel H (1998) Multivariate geostatistics. Springer-Verlag, Berlin

    Google Scholar 

  • Yue S, Hashino M (2000) Unit hydrographs to model quick and slow runoff components of streamflow. J Hydrol 227:195–206

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Shin-Jen Cheng.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Cheng, SJ., Hsieh, HH., Lee, CF. et al. The storage potential of different surface coverings for various scale storms on Wu-Tu watershed, Taiwan. Nat Hazards 44, 129–146 (2008). https://doi.org/10.1007/s11069-007-9146-x

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11069-007-9146-x

Keywords

Navigation