%0 Journal Article
%T Simulation mathematical models for the analysis of non-stationary processes of water flow on slope lands / §ª§Þ§Ú§ä§Ñ§è§Ú§à§ß§ß§í§Ö §Þ§Ñ§ä§Ö§Þ§Ñ§ä§Ú§é§Ö§ã§Ü§Ú§Ö §Þ§à§Õ§Ö§Ý§Ú §Õ§Ý§ñ §â§Ñ§ã§é§Ö§ä§Ñ §ß§Ö§ã§ä§Ñ§è§Ú§à§ß§Ñ§â§ß§í§ç §á§â§à§è§Ö§ã§ã§à§Ó §ä§Ö§é§Ö§ß§Ú§ñ §Ó§à§Õ§í §ß§Ñ §ã§Ü§Ý§à§ß§à§Ó§í§ç §Ù§Ö§Þ§Ý§ñ§ç
%A Vinokurov A.A. / §£§Ú§ß§à§Ü§å§â§à§Ó §¡§ß§Õ§â§Ö§Û §¡§Ý§Ö§Ü§ã§Ñ§ß§Õ§â§à§Ó§Ú§é
%J Internet-Vestnik VolgGASU
%D 2006
%I Volgogradskij gosudarstvennyj arhitekturno-stroitel?nyj universitet / Volgograd State University of Architecture and Civil Engineering
%X Upon the request of the author, the article published in the issue 3(6) in the series of ¡°Civil Engineering Informatics¡± of ¡°Internet-Vestink VolgGASU¡± is published in the revised version.The author of the article presents his deepest apologies to A.A. Tkachev for the fact that he applied the scientific creations of the scientist when writing the article but didn¡¯t cite his publications.Now, with development of computer facilities and numerical methods of the decision of problems of hydraulics of the open water-currents, greater opportunities are got with mathematical modelling. In this connection it is technologically expedient and it is economically justified at research of complex hydraulic transients to carry out imitating researches on mathematical model of object. Necessity of definition of parameters of sharply changing hydraulic transients arises at an estimation and the analysis of emergency and other non-standard situations. / §±§à §á§â§à§ã§î§Ò§Ö §Ñ§Ó§ä§à§â§Ñ §ã§ä§Ñ§ä§î§ñ, §à§á§å§Ò§Ý§Ú§Ü§à§Ó§Ñ§ß§ß§Ñ§ñ §Ó §Ó§í§á§å§ã§Ü§Ö 3(6) §ã§Ö§â§Ú§Ú  §³§ä§â§à§Ú§ä§Ö§Ý§î§ß§Ñ§ñ §Ú§ß§æ§à§â§Þ§Ñ§ä§Ú§Ü§Ñ   §ª§ß§ä§Ö§â§ß§Ö§ä-§Ó§Ö§ã§ä§ß§Ú§Ü§Ñ §£§à§Ý§Ô§¤§¡§³§µ , §á§å§Ò§Ý§Ú§Ü§å§Ö§ä§ã§ñ §Ó §Ú§ã§á§â§Ñ§Ó§Ý§Ö§ß§ß§à§Þ §Ó§Ú§Õ§Ö.§¡§Ó§ä§à§â §ã§ä§Ñ§ä§î§Ú §á§â§Ú§ß§à§ã§Ú§ä §Ô§Ý§å§Ò§à§Ü§Ú§Ö §Ú§Ù§Ó§Ú§ß§Ö§ß§Ú§ñ §¡.§¡. §´§Ü§Ñ§é§Ö§Ó§å §Ù§Ñ §ä§à, §é§ä§à §Ó §à§á§å§Ò§Ý§Ú§Ü§à§Ó§Ñ§ß§ß§à§Þ §â§Ñ§ß§Ö§Ö §Ó§Ñ§â§Ú§Ñ§ß§ä§Ö §ã§ä§Ñ§ä§î§Ú, §Ú§ã§á§à§Ý§î§Ù§à§Ó§Ñ§Ó §á§â§Ú §Ö§Ö §ß§Ñ§á§Ú§ã§Ñ§ß§Ú§Ú §ß§Ñ§å§é§ß§í§Ö §â§Ñ§Ù§â§Ñ§Ò§à§ä§Ü§Ú §ï§ä§à§Ô§à §å§é§Ö§ß§à§Ô§à, §ß§Ö §ã§à§ã§Ý§Ñ§Ý§ã§ñ §ß§Ñ §Ö§Ô§à §á§å§Ò§Ý§Ú§Ü§Ñ§è§Ú§Ú.§°§Ò§à§ã§ß§à§Ó§í§Ó§Ñ§Ö§ä§ã§ñ §ä§Ö§ç§ß§à§Ý§à§Ô§Ú§é§Ö§ã§Ü§Ñ§ñ §Ú §ï§Ü§à§ß§à§Þ§Ú§é§Ö§ã§Ü§Ñ§ñ §è§Ö§Ý§Ö§ã§à§à§Ò§â§Ñ§Ù§ß§à§ã§ä§î §á§â§à§Ó§Ö§Õ§Ö§ß§Ú§ñ §Ú§Þ§Ú§ä§Ñ§è§Ú§à§ß§ß§í§ç §Ú§ã§ã§Ý§Ö§Õ§à§Ó§Ñ§ß§Ú§Û §ß§Ñ §Þ§Ñ§ä§Ö§Þ§Ñ§ä§Ú§é§Ö§ã§Ü§à§Û §Þ§à§Õ§Ö§Ý§Ú §à§Ò§ì§Ö§Ü§ä§Ñ §á§â§Ú §Ú§ã§ã§Ý§Ö§Õ§à§Ó§Ñ§ß§Ú§Ú §ã§Ý§à§Ø§ß§í§ç §Ô§Ú§Õ§â§Ñ§Ó§Ý§Ú§é§Ö§ã§Ü§Ú§ç §á§Ö§â§Ö§ç§à§Õ§ß§í§ç §á§â§à§è§Ö§ã§ã§à§Ó.
%K Hydraulic transients / §¤§Ú§Õ§â§Ñ§Ó§Ý§Ú§é§Ö§ã§Ü§Ú§Ö §á§Ö§â§Ö§ç§à§Õ§ß§í§Ö §á§â§à§è§Ö§ã§ã§í
%K Mathematical modeling / §®§Ñ§ä§Ö§Þ§Ñ§ä§Ú§é§Ö§ã§Ü§à§Ö §Þ§à§Õ§Ö§Ý§Ú§â§à§Ó§Ñ§ß§Ú§Ö
%K Open water-currents / §°§ä§Ü§â§í§ä§í§Ö §Ó§à§Õ§à§ä§à§Ü§Ú
%U http://vestnik.vgasu.ru/?source=4&articleno=347