Analyzing the effects of excess rainfall properties on the scaling structure of peak discharges: Insights from a mesoscale river basin

被引:35
作者
Ayalew, Tibebu B. [1 ]
Krajewski, Witold F. [1 ]
Mantilla, Ricardo [1 ]
机构
[1] Univ Iowa, C Maxwell Stanley Hydraul Lab, IIHR Hydrosci & Engn, Iowa City, IA 52242 USA
基金
美国国家科学基金会;
关键词
FLOOD-FREQUENCY-ANALYSIS; POINT PROCESS MODELS; PRECIPITATION ESTIMATION; UNITED-STATES; RUNOFF; VARIABILITY; DYNAMICS; STATIONARITY; EXPONENTS; TRENDS;
D O I
10.1002/2014WR016258
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Key theoretical and empirical results from the past two decades have established that peak discharges resulting from a single rainfall-runoff event in a nested watershed exhibit a power law, or scaling, relation to drainage area and that the parameters of the power law relation, henceforth referred to as the flood scaling exponent and intercept, change from event to event. To date, only two studies have been conducted using empirical data, both using data from the 21 km(2) Goodwin Creek Experimental Watershed that is located in Mississippi, in an effort to uncover the physical processes that control the event-to-event variability of the flood scaling parameters. Our study expands the analysis to the mesoscale Iowa River basin (A=32,400 km(2)), which is located in eastern Iowa, and provides additional insights into the physical processes that control the flood scaling parameters. Using 51 rainfall-runoff events that we identified over the 12 year period since 2002, we show how the duration and depth of excess rainfall, which is the portion of rainfall that contributes to direct runoff, control the flood scaling exponent and intercept. Moreover, using a diagnostic simulation study that is guided by evidence found in empirical data, we show that the temporal structure of excess rainfall has a significant effect on the scaling structure of peak discharges. These insights will contribute toward ongoing efforts to provide a framework for flood prediction in ungauged basins.
引用
收藏
页码:3900 / 3921
页数:22
相关论文
共 69 条
  • [1] Subsurface flow velocities in a hillslope with lateral preferential flow
    Anderson, A. E.
    Weiler, M.
    Alila, Y.
    Hudson, R. O.
    [J]. WATER RESOURCES RESEARCH, 2009, 45
  • [2] [Anonymous], 1992, RAINFALL FREQUENCY A
  • [3] [Anonymous], 2005, 19 C HYDR SAN DIEG C
  • [4] [Anonymous], 1992, Fluvial processes in geomorphology. A Series of books in geology
  • [5] Insights into Expected Changes in Regulated Flood Frequencies due to the Spatial Configuration of Flood Retention Ponds
    Ayalew, Tibebu B.
    Krajewski, Witold F.
    Mantilla, Ricardo
    [J]. JOURNAL OF HYDROLOGIC ENGINEERING, 2015, 20 (10)
  • [6] Connecting the power-law scaling structure of peak-discharges to spatially variable rainfall and catchment physical properties
    Ayalew, Tibebu B.
    Krajewski, Witold F.
    Mantilla, Ricardo
    [J]. ADVANCES IN WATER RESOURCES, 2014, 71 : 32 - 43
  • [7] Exploring the effects of hillslope-channel link dynamics and excess rainfall properties on the scaling structure of peak-discharge
    Ayalew, Tibebu B.
    Krajewski, Witold F.
    Mantilla, Ricardo
    Small, Scott J.
    [J]. ADVANCES IN WATER RESOURCES, 2014, 64 : 9 - 20
  • [8] Benson M. A., 1962, 1580B US GEOL USRV
  • [9] Benson M. A., 1964, 1580D US GEOL SURV
  • [10] UNIFORM FLOOD-FREQUENCY ESTIMATING METHODS FOR FEDERAL AGENCIES
    BENSON, MA
    [J]. WATER RESOURCES RESEARCH, 1968, 4 (05) : 891 - &