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Assessment of rainfall-runoff characteristics considering temporal variability in Hancheon watershed of Jeju Island

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Abstract
Increasing the average rainfall and number of heavy rainfall events created the demand of rainfall-runoff characteristics estimation in Hancheon watershed of Jeju Island. This thesis paper considered the NRCS CN (Natural Resources Conservation Service-curve number), unit hydrograph method for understanding the runoff and developed L-moments method for rainfall frequency analysis.
Firstly, the NRCS CN method application result of five years rainfall showed 18% to 44% runoff variation from the total annual rainfall and the 2012 year received maximum rainfall-runoff volume. After that, unit hydrograph method was applied for estimation of peak runoff and peak time. To analyze observed rainfall-runoff and time, four storm events from 2012 were selected for calibration and typhoon Nakri of 2014 was used for validation. The HEC-hydrologic modeling system (HMS) simulation results showed the peak runoff varies from 151 to 546 m3/sec and peak runoff time varies 8 to 27 hour. Meantime, a comprehensive relationship between Clark unit hydrograph parameters (time of concentration and storage coefficient) was also derived. The optimized values of hydrograph parameter were statistically verified by the analysis of variance (ANOVA) and the runoff comparisons were performed by r-square, root mean square error (RMSE) and Nash-Sutcliffe efficiency (NSE) method. The statistical performances of NSE, RMSE and r-square were found as 0.88, 37.52 and 0.76, respectively. The analysis results provide a decision for selecting rainfall-runoff event.
Final analysis was on rainfall frequency estimation considering spatio-temporal variability. As a result, L-moments based statistical analysis techniques were shown the dependable results. In the study, the recorded hourly rainfall data series of five rainfall stations were sorted by maximum consecutive hour rainfall (6-, 12-, 24-hour). Then, independence and stationary test of rainfall stations were analyzed using Mann-Kendal and autocorrelation function (ACF) analysis. Hereafter, cluster analysis and discordancy measure showed that the Hancheon watershed is belonging in three regions. Then, L-moments based heterogeneity measure identified that Gumbel and generalized extreme value (GEV) distribution as robust distribution for the study area. Afterwards, Monte Carlo simulation was applied to evaluate the accuracy of frequency estimation and the root mean square error (RMSE). In contrast, the RMSE values for watershed were seen as 0.014 to 0.237 for Gumbel and 0.115 to 0.301 for GEV distribution. The linear regression analysis of the frequency r-square value showed a variation of 0.842 to 0.974.
In essence, the assessment of rainfall-runoff characteristics following the above methods can be provided reliable and accurate results. Thus, these study findings are being suggested for water resources planning of Hancheon watershed as well as for Jeju Island.
Author(s)
Kar, Kanak Kanti
Issued Date
2015
Awarded Date
2016. 2
Type
Dissertation
URI
http://dcoll.jejunu.ac.kr/jsp/common/DcLoOrgPer.jsp?sItemId=000000007410
Alternative Author(s)
카르, 카나크 칸티
Department
대학원 토목해양공학과
Advisor
양성기
Table Of Contents
Acknowledgements i
Table of Contents . iv
List of Tables . vii
List of Figures . viii
Nomenclature . ix
Summary x
Chapter I: Introduction . 1
1.1 Estimation of surface rainfall-runoff . 1
1. 2 Assessment of unit hydrograph parameters and runoff responses . 2
1. 3 Spatial interpolation of rainfall by areal reduction factor (ARF) analysis . 4
1.4 Development of L-moments approach by regional frequency analysis 5
1.5 Objectives and scope of thesis 7
1.6 Structure of this thesis . 8
Chapter II: Study Area and Data Selection . 9
2.1 Description of the watershed area and topography . 9
2.1.1 Elevation and slope analysis . 10
2.1.2 Land use classification 12
2.1.3 Soil classification 13
2.1.4 Hydrological soil group (HSG) analysis 15
2.2 Rainfall data 16
2.2.1 Selection of rainfall station and available data . 17
2.2.2 Thiessen polygon area analysis 19
Chapter III: Methodology 21
3.1 Rainfall-runoff relation . 21
3.1.1 National resources conservation service (NRCS) method . 21
3.1.2 Curve number (CN) estimation 22
3.1.3 Runoff estimation by NRCS method 23
3.2 Unit hydrograph analysis 24
3.2.1 Storm events selection 24
3.2.2 Initial value selection of Clark parameters . 25
3.2.3 Calibration of Clark parameters . 25
3.2.4 Model performance . 26
3.3 Areal reduction factors (ARF) fundamentals 26
3.4 L-moments based regional rainfall frequency analysis . 28
3.4.1 L-moments method: theoretical background 28
3.4.2 Data screening by discordancy measure . 29
3.4.3 Regional heterogeneity test 30
3.4.4 Goodness-of-fit measure . 31
3.4.5 Estimation of regional rainfall frequency . 31
3.5 Using tools for the study . 32
Chapter IV: Results and Discussion 33
4.1 Application of NRCS CN method for runoff volume . 33
4.1.1 Estimation of curve number (CN) 33
4.1.2 Five years rainfall-runoff analysis results 35
4.2 Estimation of direct runoff from storm events 36
4.2.1 Data calibration for unit hydrograph parameters estimation 36
4.2.2 Statistical performance analysis for unit hydrograph parameters and runoffs . 38
4.2.3 HEC-HMS model validation 39
4.3 Estimation of areal reduction factor (ARF) ratio 41
4.4 Development of L-moments approach for rainfall frequency analysis . 43
4.4.1 Stationary and independence test . 43
4.4.2 Identification of homogeneous region by Cluster based analysis 44
4.4.3 Estimation of L-moments, homogeneity test and best fitted distribution. 46
4.4.4 Estimation of regional rainfall frequency and growth curves 48
4.4.5 Frequency analysis for five rainfall station 50
Chapter V: Conclusions and Future Work 52
5.1 Conclusions . 52
5.2 Recommendation for the future work . 53
References 54
List of Publications . 62
Degree
Master
Publisher
제주대학교 대학원
Citation
Kar, Kanak Kanti. (2015). Assessment of rainfall-runoff characteristics considering temporal variability in Hancheon watershed of Jeju Island
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General Graduate School > Civil and Ocean Engineering
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