Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Avner Kessler"'
Publikováno v:
Israel Journal of Earth Sciences. 57:65-69
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::60db2157be6290968914e776272ea5ac
https://doi.org/10.1560/ijes.57.1.65
https://doi.org/10.1560/ijes.57.1.65
Autor:
Avner Kessler, Uri Kafri
Publikováno v:
Israel Journal of Earth Sciences. 56:29-46
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d433198e53942b723c567484440bca4f
https://doi.org/10.1560/ijes.56.1.29
https://doi.org/10.1560/ijes.56.1.29
Publikováno v:
Engineering Optimization. 36:525-538
Water distribution systems are spatially diverse. As such, they are inherently vulnerable to accidental or deliberate physical, chemical, or biological threats. Efficient water quality monitoring is one of the most important tools to guarantee a reli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::25cc5c8b47d1d6962ef0d549c8370031
https://doi.org/10.1080/03052150410001714097
https://doi.org/10.1080/03052150410001714097
Publikováno v:
Journal of Water Resources Planning and Management. 127:78-88
A hydrological micromodel was developed and applied to a neighborhood typical of urban de- velopment on Israel's coastal plain, over the phreatic coastal aquifer. The model was used for analyzing the effects of urban development on infiltration and r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::527646c98d66a2cea1a52b66fd2312d7
https://doi.org/10.1061/(asce)0733-9496(2001)127:2(78)
https://doi.org/10.1061/(asce)0733-9496(2001)127:2(78)
Autor:
Avner Kessler, Uri Shamir
Publikováno v:
Engineering Optimization. 17:1-19
A decomposition technique is suggested for optimal design of water supply networks. The general mathematical model is decomposed into two submodels which are solved iteratively. The flow variables are solved in the first submodel for a fixed value of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ce7a4c1dafadb4b9cd132126df98c0e5
https://doi.org/10.1080/03052159108941059
https://doi.org/10.1080/03052159108941059
Publikováno v:
Journal of Water Resources Planning and Management. 125:308-310
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7ab4c1d0af6024b7ac3bfe10137502fd
https://doi.org/10.1061/(asce)0733-9496(1999)125:5(308)
https://doi.org/10.1061/(asce)0733-9496(1999)125:5(308)
Autor:
Avner Kessler, Lindell Ormsbee
Publikováno v:
Journal of Water Resources Planning and Management. 116:784-802
A least‐cost methodology is presented for use in upgrading existing single‐source water‐distribution networks in order to sustain any single component failure (link or node). The methodology is developed by casting the network‐reliability pro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc9d98a230928f77f271ea3281a73a14
https://doi.org/10.1061/(asce)0733-9496(1990)116:6(784)
https://doi.org/10.1061/(asce)0733-9496(1990)116:6(784)
Publikováno v:
Civil Engineering Systems. 7:20-28
Water distribution networks, like other engineering systems, are subjected to random.failures. The failures may occur in the elements of the network (mostly pipes) or in the nodes (pipe junctions and demand nodes). Since a breakdown in water supply i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1976f345933ef1c40d798a9ff24d783f
https://doi.org/10.1080/02630259008970566
https://doi.org/10.1080/02630259008970566
Autor:
Mordechai H. Diskin, Avner Kessler
Publikováno v:
Journal of Hydraulic Engineering. 120:420-422
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9cd4547043d82ca52a75ad5ac6d1294d
https://doi.org/10.1061/(asce)0733-9429(1994)120:3(420)
https://doi.org/10.1061/(asce)0733-9429(1994)120:3(420)
Autor:
Uri Shamir, Avner Kessler
Publikováno v:
Water Resources Research. 25:1469-1480
A theoretical analysis of the linear programming (LP) gradient method for optimal design of water distribution networks is presented. The method was first proposed by A. Alperovits and U. Shamir (1977) and has received much attention in the last 10 y
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d43ba8808218a6288a75f47c4acb8ee6
https://doi.org/10.1029/wr025i007p01469
https://doi.org/10.1029/wr025i007p01469