A flood mitigation control strategy based on the estimation of hydrographs and volume dispatching

Hadid, Baya; Duviella, E.; Chiron, Pascale; Archimède, Bernard

doi:10.1016/j.ifacol.2019.11.003

IFAC-PapersOnLine

2019

DOI: 10.1016/j.ifacol.2019.11.003

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A flood mitigation control strategy based on the estimation of hydrographs and volume dispatching

Baya Hadid

E. Duviella

Pascale Chiron

et al.

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Cited by 4 publications

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“…more frequent due to intense rainfall, floods, and severe runoffs. So, the use of runoff estimation models imparts a crucial effect on the proper management of water resources, especially for mitigating floods (Hadid et al, 2019;Ferreira et al, 2020). The study of the storm-wise rainfall-runoff relationship is needed to properly plan the sustainable management and conservation of the resources.…”

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Surface runoff estimation using geographic information system and soil conservation service-curve number method for sub catchments of Karamadai, Tamil Nadu

Raviraj

Karishma

et al. 2022

JANS

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Water conservation becomes essential as the resource becomes scarcer. The most important step in managing water resources is estimating watershed runoff generated from rainfall, as the runoff and rainfall are the key factors in determining water availability for surface storage and groundwater recharge. So, this study is mainly focused on estimating the surface runoff generated from the three sub-catchments of Karamadai, Tamil Nadu, India, using the heavy to extreme daily rainfall events received in the study area within the span of 20 years (2000–2019). The study was performed in the ArcGIS environment using remote sensing data. The SCSCN (Soil Conservation Service-Curve Number) method was used to estimate surface runoff. The changes in the land use in each sub-catchment were analysed in each decade and studied for their impact on the runoff depth. The land use and land cover classification map of the study area was prepared from LISS III satellite imagery for the years 2006 and 2016 by using supervised classification. The curve number was assigned based on land use as well as the hydrologic soil group. The weighted curve number was calculated from the area under each land use and then used to calculate storm runoff. The maximum runoff occurred in 2011 in all the catchments of the Karamadai block. It was found that more runoff occurred in the Mandrai Pallam catchment compared to Periya Pallam and Pare Pallam, as the Mandrai Pallam catchment had less soil moisture retention capacity than the other two catchments. So, more priority must be given to this catchment while planning to implement the soil and water conservation measures.

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Surface runoff estimation using geographic information system and soil conservation service-curve number method for sub catchments of Karamadai, Tamil Nadu

Raviraj

Karishma

et al. 2022

JANS

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Water System Examples for Control Education

Nooijen

Kolechkina

2020

IFAC-PapersOnLine

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Stability of a Class of Controllers for a Sequence of Canals and Structures

Nooijen

Kolechkina

2020

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A flood mitigation control strategy based on the estimation of hydrographs and volume dispatching

Cited by 4 publications

References 25 publications

Surface runoff estimation using geographic information system and soil conservation service-curve number method for sub catchments of Karamadai, Tamil Nadu

Surface runoff estimation using geographic information system and soil conservation service-curve number method for sub catchments of Karamadai, Tamil Nadu

Water System Examples for Control Education

Stability of a Class of Controllers for a Sequence of Canals and Structures

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