Morphodynamical types of channel, and development of the Ob river bends (within Tomsk oblast).

Keyword(s):  
Ob River ◽  
Author(s):  
Georgy S. Taran ◽  
Alexander P. Dyachenko ◽  
Valery N. Tyurin

The Ob River basin is the last large fragment of the range of native Euro-Siberian poplar (Populus nigra, Populus alba) forests where these forests remain intact. The taiga section of the Ob River is occupied by the association Anemonidio dichotomi-Populetum nigrae Taran 1993, and the subtaiga, forest-steppe, and steppe sections are occupied by the association Equiseto hyemalis-Populetum nigrae Taran 1997. The purpose of the study is to determine the syntaxonomic status of poplar forests growing at the junction of the southern taiga and subtaiga subzones and to provide a detailed bryofloristic characterization thereof. Based on the Braun-Blanquet approach, we studied poplar forests located near the south border of the Ob River southern taiga section (Krivosheinsky district, Tomsk Oblast, Russia, surroundings of the Kaybasovo research station, 57º14′44″N, 84º11′05″E). In the forests, average species saturation by vascular plant species is 32.3 species per 100 m2, and its range is 13–56 species/100 m2. Moss flora includes 51 species. Average species saturation by mosses is 15.4 species per 100 m2, and its range is 10–21 species/100 m2. Based on the new data, total moss flora of the Ob poplar forests has increased from 73 species to 86 species and 1 variety (by 19 %), moss flora of the poplar forests of the taiga zone – from 59 species to 81 species and 1 variety (by 39 %). We identify Kaybasovo poplar forests as the new variant, Stellaria bungeana, of the subassociation Equiseto hyemalis-Populetum nigrae betuletosum pubescentis Taran 1997 (Equiseto hyemalis-Populion nigrae Taran 1997, Salicetalia purpureae Moor 1958, Salicetea purpureae Moor 1958)


2008 ◽  
pp. 68-75 ◽  
Author(s):  
G. S. Taran

In the Ob river floodplain between the mouths of its tributaries Vakh and Tym (within the limits of Aleksandrovskiy district of Tomsk region), phytocoenoses belonging to 9 associations and 2 communities of Braun-Blanquet classification vegetation classes are listed. Class Lemnetea is represented by associations Ricciocarpetum natantis (Segal 1963) Tx. 1974, Lemnetum trisulcae Soó 1927, Stratiotetum aloidis Miljan 1933; class Potametea is done by asso­ciations Potametum perfoliati Koch 1926, Myriophylletum sibirici Taran 1998, Myriophylletum verticillati Soó 1927, Potametum graminei Koch 1926, Potametum pectinati Carstensen 1955, Nymphoidetum peltatae (All. 1922) Bellot 1951, as well as Sagittaria natans and Potamogeton natans—Ceratophyllum demersum communities. The syntaxa distribution in Western Siberia and adjoining territories is characterized.


Water ◽  
2021 ◽  
Vol 13 (7) ◽  
pp. 884
Author(s):  
Rawaa Shaheed ◽  
Abdolmajid Mohammadian ◽  
Xiaohui Yan

River bends are one of the common elements in most natural rivers, and secondary flow is one of the most important flow features in the bends. The secondary flow is perpendicular to the main flow and has a helical path moving towards the outer bank at the upper part of the river cross-section, and towards the inner bank at the lower part of the river cross-section. The secondary flow causes a redistribution in the main flow. Accordingly, this redistribution and sediment transport by the secondary flow may lead to the formation of a typical pattern of river bend profile. It is important to study and understand the flow pattern in order to predict the profile and the position of the bend in the river. However, there are a lack of comprehensive reviews on the advances in numerical modeling of bend secondary flow in the literature. Therefore, this study comprehensively reviews the fundamentals of secondary flow, the governing equations and boundary conditions for numerical simulations, and previous numerical studies on river bend flows. Most importantly, it reviews various numerical simulation strategies and performance of various turbulence models in simulating the flow in river bends and concludes that the main problem is finding the appropriate model for each case of turbulent flow. The present review summarizes the recent advances in numerical modeling of secondary flow and points out the key challenges, which can provide useful information for future studies.


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