Return Level Analysis of the Hanumante River Using Structured Expert Judgment: A Reconstruction of Historical Water Levels
Like other cities in the Kathmandu Valley, Bhaktapur faces rapid urbanisation and population growth. Rivers are negatively impacted by uncontrolled settlements in flood-prone areas, lowering permeability, decreasing channels widths, and waste blockage. All these issues, along with more extreme rain...
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doaj-412c2ccb98f34ae4aac3244ba21bc1d12020-11-25T04:04:28ZengMDPI AGWater2073-44412020-11-01123229322910.3390/w12113229Return Level Analysis of the Hanumante River Using Structured Expert Judgment: A Reconstruction of Historical Water LevelsPaulina E. Kindermann0Wietske S. Brouwer1Amber van Hamel2Mick van Haren3Rik P. Verboeket4Gabriela F. Nane5Hanik Lakhe6Rajaram Prajapati7Jeffrey C. Davids8Faculty of Civil Engineering, Delft University of Technology, 2628 CN Delft, The NetherlandsFaculty of Civil Engineering, Delft University of Technology, 2628 CN Delft, The NetherlandsFaculty of Civil Engineering, Delft University of Technology, 2628 CN Delft, The NetherlandsFaculty of Civil Engineering, Delft University of Technology, 2628 CN Delft, The NetherlandsFaculty of Civil Engineering, Delft University of Technology, 2628 CN Delft, The NetherlandsDelft Institute of Applied Mathematics (DIAM), Delft University of Technology, 2628 CD Delft, The NetherlandsSmartphones For Water Nepal (S4W-Nepal), Thasikhel, Lalitpur 44700, NepalSmartphones For Water Nepal (S4W-Nepal), Thasikhel, Lalitpur 44700, NepalFaculty of Civil Engineering, Delft University of Technology, 2628 CN Delft, The NetherlandsLike other cities in the Kathmandu Valley, Bhaktapur faces rapid urbanisation and population growth. Rivers are negatively impacted by uncontrolled settlements in flood-prone areas, lowering permeability, decreasing channels widths, and waste blockage. All these issues, along with more extreme rain events during the monsoon due to climate change, have led to increased flooding in Bhaktapur, especially by the Hanumante River. For a better understanding of flood risk, the first step is a return level analysis. For this, historical data are essential. Unfortunately, historical records of water levels are non-existent for the Hanumante River. We measured water levels and discharge on a regular basis starting from the 2019 monsoon (i.e., June). To reconstruct the missing historical data needed for a return level analysis, this research introduces the Classical Model for Structured Expert Judgment (SEJ). By employing SEJ, we were able to reconstruct historical water level data. Expert assessments were validated using the limited data available. Based on the reconstructed data, it was possible to estimate the return periods of extreme water levels of the Hanumante River by fitting a Generalized Extreme Value (GEV) distribution. Using this distribution, we estimated that a water level of about 3.5 m has a return period of ten years. This research showed that, despite considerable uncertainty in the results, the SEJ method has potential for return level analyses.https://www.mdpi.com/2073-4441/12/11/3229Structured Expert Judgmentwater levelsflood riskreturn level analysisHanumante RiverKathmandu |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Paulina E. Kindermann Wietske S. Brouwer Amber van Hamel Mick van Haren Rik P. Verboeket Gabriela F. Nane Hanik Lakhe Rajaram Prajapati Jeffrey C. Davids |
spellingShingle |
Paulina E. Kindermann Wietske S. Brouwer Amber van Hamel Mick van Haren Rik P. Verboeket Gabriela F. Nane Hanik Lakhe Rajaram Prajapati Jeffrey C. Davids Return Level Analysis of the Hanumante River Using Structured Expert Judgment: A Reconstruction of Historical Water Levels Water Structured Expert Judgment water levels flood risk return level analysis Hanumante River Kathmandu |
author_facet |
Paulina E. Kindermann Wietske S. Brouwer Amber van Hamel Mick van Haren Rik P. Verboeket Gabriela F. Nane Hanik Lakhe Rajaram Prajapati Jeffrey C. Davids |
author_sort |
Paulina E. Kindermann |
title |
Return Level Analysis of the Hanumante River Using Structured Expert Judgment: A Reconstruction of Historical Water Levels |
title_short |
Return Level Analysis of the Hanumante River Using Structured Expert Judgment: A Reconstruction of Historical Water Levels |
title_full |
Return Level Analysis of the Hanumante River Using Structured Expert Judgment: A Reconstruction of Historical Water Levels |
title_fullStr |
Return Level Analysis of the Hanumante River Using Structured Expert Judgment: A Reconstruction of Historical Water Levels |
title_full_unstemmed |
Return Level Analysis of the Hanumante River Using Structured Expert Judgment: A Reconstruction of Historical Water Levels |
title_sort |
return level analysis of the hanumante river using structured expert judgment: a reconstruction of historical water levels |
publisher |
MDPI AG |
series |
Water |
issn |
2073-4441 |
publishDate |
2020-11-01 |
description |
Like other cities in the Kathmandu Valley, Bhaktapur faces rapid urbanisation and population growth. Rivers are negatively impacted by uncontrolled settlements in flood-prone areas, lowering permeability, decreasing channels widths, and waste blockage. All these issues, along with more extreme rain events during the monsoon due to climate change, have led to increased flooding in Bhaktapur, especially by the Hanumante River. For a better understanding of flood risk, the first step is a return level analysis. For this, historical data are essential. Unfortunately, historical records of water levels are non-existent for the Hanumante River. We measured water levels and discharge on a regular basis starting from the 2019 monsoon (i.e., June). To reconstruct the missing historical data needed for a return level analysis, this research introduces the Classical Model for Structured Expert Judgment (SEJ). By employing SEJ, we were able to reconstruct historical water level data. Expert assessments were validated using the limited data available. Based on the reconstructed data, it was possible to estimate the return periods of extreme water levels of the Hanumante River by fitting a Generalized Extreme Value (GEV) distribution. Using this distribution, we estimated that a water level of about 3.5 m has a return period of ten years. This research showed that, despite considerable uncertainty in the results, the SEJ method has potential for return level analyses. |
topic |
Structured Expert Judgment water levels flood risk return level analysis Hanumante River Kathmandu |
url |
https://www.mdpi.com/2073-4441/12/11/3229 |
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