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Session B.pdf - Clarkson University

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17th International Symposium on Ice<br />

Saint Petersburg, Russia, 21 - 25 June 2004<br />

International Association of Hydraulic Engineering and Research<br />

ICE PHENOMENA ON THE RIVER AMUR<br />

Verhoglydov A.A. 1 , Debolsky V.K. 2 , Kozlov D.V. 1<br />

ABSTRACT<br />

The overwhelming majority of objects of the water industry of Russia are located in the<br />

territories, which are characterized by minus temperatures of the winter period. Taking<br />

the Amur river in the Khabarovsk area as an example it is possible to consider a number<br />

of typical problems arising on rivers in the winter time. The current programs make it<br />

possible to produce modeling of the most different processes occurring in waterways<br />

(reservoirs) and fulfil calculations with a rather high degree of adequacy. The good<br />

study and mastering of the regions where large bridges are located promote to the<br />

clarification of the situation. Basic difficulties during construction and especially<br />

reconstruction of main and strategic bridge structures are often connected with the<br />

choice of possible variants of arrangement of supports, location of navigation and ice<br />

passing spans. The most perspective way of solving this task can be development of<br />

independent mathematical models of the given section on the basis of software<br />

environment with further comparison of results and issuing final recommendations.<br />

ICE SITUATION<br />

Like the majority of rivers flowing in the latitudinal direction (from westward to<br />

eastward) the Amur is characterized by a complicated ice situation. As a result of<br />

location of the river whole length and most part of its large tributaries (Zeya, Bureya) on<br />

approximately the same latitude, ice formation in autumn and its weakening in spring<br />

take place almost simultaneously along the whole water way which causes scaled ice<br />

drifting and provokes ice mixing and jams in places with a constrained current. The<br />

situation becomes especially difficult during the years when ice on the tributaries breaks<br />

before it breaks on the Amur (1924, 1962, 1974).<br />

For protection from floods (including winter floods) there were constructed protective<br />

dams which significantly reduced areas of flooding and underflooding ensuring a<br />

proper protection from summer monsoon floods. But during catastrophic rises of levels<br />

caused by ice phenomena there happen water overflows over protective structures<br />

which leads to arising of an extreme situation. Besides the direct danger to the life of<br />

people (there are known cases of people’s death) this leads to the direct threat of arising<br />

1 Moscow State <strong>University</strong> of Environmental Engineering<br />

2 Water problem institute of the RAS, Moscow, Russian<br />

178

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