Preprints
https://doi.org/10.5194/hess-2015-481
https://doi.org/10.5194/hess-2015-481
21 Jan 2016
 | 21 Jan 2016
Status: this preprint was under review for the journal HESS but the revision was not accepted.

Assessment of climate change and land use development effects on dam reliability

P. Taherei Ghazvinei, H. Hassanpour Darvishi, R. B. Hashim, S. H. Musavi Jahromi, and N. Aghamohammadi

Abstract. The purpose of this study was to assess long-term impacts of climate and land use change on a catchment runoff and dam overtopping dam reliability. Long hydrological time series (30 years) from six rainfall stations and one stream flow stations were analysed. A methodology combining common statistical methods with hydrological modelling was adopted in order to distinguish between the effects of climate and land use change and to present probabilistic assessment of overtopping reliability of the selected earth-fill dam. It is important to ensure that extreme meteorologically induced flood rises do not exceed dam crest level. Considering climate change factor, intensity-duration-frequency curves of the catchment were updated. In addition, in consistency with the areal development plan, year of 2020 was targeted to evaluate the effect of land use changes on the generation of storm runoff. Accordingly, compared with current imperviousness it was found that the areal imperviousness will be increased up to 4.5 % by the year of 2030. Step-by-step procedures were carried out in tandem to evaluate the hydrological performance of the spillway capacity in light of an extreme storm event of PMP / PMF magnitude. The HEC-HMS was applied to transform the PMPs to PMFs and estimate the outflows and corresponding flood rises over the crest level for all durations. A conventional reservoir routing procedure with modified technique was then carried out for all PMP / PMF durations; i.e., 1 to 120 h. Three cases of different floods were performed where the last case represented the most severe flood on the dam reservoir. The simulations indicated that the flood rises for all durations were lower than the embankment crest level. Although results showed marginally adequate capacity to allow safe passage of flood water of PMP / PMF magnitude, the dam safety in hydrological aspect was assured.

Publisher's note: Copernicus Publications remains neutral with regard to jurisdictional claims made in the text, published maps, institutional affiliations, or any other geographical representation in this preprint. The responsibility to include appropriate place names lies with the authors.
P. Taherei Ghazvinei, H. Hassanpour Darvishi, R. B. Hashim, S. H. Musavi Jahromi, and N. Aghamohammadi
 
Status: closed
Status: closed
AC: Author comment | RC: Referee comment | SC: Short comment | EC: Editor comment
Printer-friendly Version - Printer-friendly version Supplement - Supplement
 
Status: closed
Status: closed
AC: Author comment | RC: Referee comment | SC: Short comment | EC: Editor comment
Printer-friendly Version - Printer-friendly version Supplement - Supplement
P. Taherei Ghazvinei, H. Hassanpour Darvishi, R. B. Hashim, S. H. Musavi Jahromi, and N. Aghamohammadi
P. Taherei Ghazvinei, H. Hassanpour Darvishi, R. B. Hashim, S. H. Musavi Jahromi, and N. Aghamohammadi

Viewed

Total article views: 1,575 (including HTML, PDF, and XML)
HTML PDF XML Total BibTeX EndNote
972 528 75 1,575 110 113
  • HTML: 972
  • PDF: 528
  • XML: 75
  • Total: 1,575
  • BibTeX: 110
  • EndNote: 113
Views and downloads (calculated since 21 Jan 2016)
Cumulative views and downloads (calculated since 21 Jan 2016)

Saved

Latest update: 21 Nov 2024
Download
Short summary
The purpose of this study was to assess long-term impacts of climate and land use change on a catchment runoff and dam overtopping dam reliability. Long hydrological time series (25–50 years) from seven rainfall and stream flow stations were analysed. A methodology combining common statistical methods with hydrological modelling was adopted in order to distinguish between the effects of climate and land use change and to present probabilistic assessment of overtopping reliability of the selected