Research on turning a dry dam into an impounding dam. Case study - the non-permanent accumulation Cîmpeni, Botoșani county, Romania
Închide
Articolul precedent
Articolul urmator
358 9
Ultima descărcare din IBN:
2024-01-14 22:43
SM ISO690:2012
BALAN, Ioan, SBÎRLEA, Cătălin, BALAN, Isabela Elena, TOPOLNICEANU, Alexandru, ZABORILĂ, Anca, CUCUTEANU, Adelina, CRENGANIȘ, Loredana. Research on turning a dry dam into an impounding dam. Case study - the non-permanent accumulation Cîmpeni, Botoșani county, Romania. In: Present Environment and Sustainable Development, Ed. 17, 3 iunie 2022, Iași. Iași: 2022, Ediția 17, pp. 18-19.
EXPORT metadate:
Google Scholar
Crossref
CERIF

DataCite
Dublin Core
Present Environment and Sustainable Development
Ediția 17, 2022
Simpozionul "Present Environment and Sustainable Development"
17, Iași, Romania, 3 iunie 2022

Research on turning a dry dam into an impounding dam. Case study - the non-permanent accumulation Cîmpeni, Botoșani county, Romania


Pag. 18-19

Balan Ioan1, Sbîrlea Cătălin1, Balan Isabela Elena2, Topolniceanu Alexandru1, Zaborilă Anca1, Cucuteanu Adelina1, Crenganiș Loredana1
 
1 Gheorghe Asachi Technical University of Iasi,
2 Water Basinal Administration Prut-Bârlad, Romanian Waters National Administration
 
 
Disponibil în IBN: 7 iunie 2022


Rezumat

The purpose of this study is to assess the current technical condition of the non-permanent Cîmpeni accumulation, situated on the Miletin River, in Botoșani county, and the possibility of turning the dry dam into an impounding dam. The changing of the non-permanent accumulation, into a permanent reservoir may be required in the future for the use of the volumes of water accumulated for irrigation and fish farming. It is also imperative to maintain its current function of flood mitigation for the downstream areas. In order to change the operating regime of the non-permanent accumulation Cîmpeni, into a permanent retention regime, it is mandatory for the owner to promote a Technical Project that includes a series of construction works. These works consist of: the consolidation of the upstream slope of the dam, the creation of a draining prism at the base of the downstream slope, along its entire length to lower the infiltration curve, and the construction of a maneuvering tower equipped with a metal gate to control the discharged flows through the bottom outlet. By implementing this project and by increasing the degree of behavior monitoring of the hydro-technical works, it is possible to increase the safety of the dam in case of high waters and the efficient use of the volumes of water from the reservoir.