IMITATION MATHEMATICAL MODELING OF SUSPENDED PARTICLES EXPANSION TO DETERMINE THE AREAS OF INCREASED TURBIDITY IN THE ASSESSMENT OF DAMAGE TO WATER BIOLOGICAL RESOURCES OF THE CHEREK RIVER
https://doi.org/10.21822/2073-6185-2016-42-3-92-100
Abstract
Aim. Assessment of damage to aquatic bioresources.
Methods.This article presents the results of testing of the simulation mathematical model of propagation of suspended particles to determine the areas of increased turbidity in the assessment of damage to Cherek River water biological resources because of Nizhne-Cherek HPS Cascade exploitation. In order to establish the basic characteristics of annual and seasonal runoff in the hydraulic structures dam locations on the river Cherek are used data on runoff in support hydrological dam locations of the Hydrometeorological Service, generalized in the reference book "Surface water resources."
Results. A mathematical model developed on the basis of probability theory and stochastic processes emissions theory, based on the normal law of distribution of horizontal and vertical components of the instantaneous flow velocity and Rayleigh law for the distribution of their peaks is used to calculate the " turbidity plume " in the washing of the head unit settler and deep washing of Kashkhatau HPS head unit.
Conclusion. The studies found that the negative impact of "turbidity plume" in the Cherek river will be traced for approximately 3 km.
About the Authors
O. P. GrigoryanRussian Federation
the Deputy Director on scientific work,
104, Abubakarov Ave, Makhachkala,367022
M. R. Magomedova
Russian Federation
candidate of technical Sciences, Dean of the faculty of oil, gas and environmental engineering, doctoral student in building structures and hydraulic structures of the Faculty of Architecture and Construction,
70 I. Shamil Ave, Makhachkala, 367015
References
1. Alekseevskiy N.I. The formation and movement of river sediments. Moscow: Moscow State University. 1998, pp.95-114. (In Russian)
2. Baryshnikov N.B., Pagin A.O. Hydraulic resistance of river channels. Zhurnal universiteta vodnyh kommunikacij. St. Petersburg [Journal of University of water communications] 2010, vol. 2, pp. 90-93. (In Russian)
3. Grishin N.N. The mechanics of the bottom sediment. Moscow: Nauka, 1982, pp.102-119. (In Russian)
4. Kopaliani Z.D., Kostyuchenko A.A. Calculations of the flow bed load in rivers: a collection of papers on hydrology. St. Petersburg: Gidrometeoizdat, 2004, no. 27, pp.25-40. (In Russian)
5. Klaven A.B., Kopaliani Z.D. Experimental studies and hydraulic modeling of river flows and channel process. St. Petersburg: Nestor-Istoriya, 2011, pp.103-107.
6. Magomedova M.R. Matematicheskoe modelirovanie dvizhenija pridonnyh nanosov v otkrytyh ruslah. [Mathematical modeling of the bottom sediment motion in open channels]. Makhachkala: Aleph, M.A Ovchinnikov, 2014, pp.53-68. (In Russian)
7. Magomedova A.V., Huseynova M.R, Nasibova N.V. Development of software for transport calculation river bed forming sediments in river beds using GIS technologies. Vestnik Dagestanskogo gosudarstvennogo tekhnicheskogo universiteta. Tekhnicheskie nauki. [Herald of Daghestan State Technical University. Technical science.] 2009, vol.15, no.4, pp.147-157. (In Russian)
8. Magomedova A.V., Magomedova M.R. Factors that determine the process of river bed forming sediment transport. Vestnik Dagestanskogo gosudarstvennogo tekhnicheskogo universiteta. Tekhnicheskie nauki. [Herald of Daghestan State Technical University. Technical science], 2013, vol.29, no.2, pp.58-64. (In Russian)
9. Magomedova M.R. The practical application of the author's model of mineral particles transport. Vestnik Dagestanskogo gosudarstvennogo tekhnicheskogo universiteta. Tekhnicheskie nauki. [Herald of Daghestan State Technical University. Technical science], 2015, vol.37, no.2, pp.84-91. (In Russian)
10. Magomedova A.V. Jerozionnye processy v ruslah rek i kanalov. [Erosion processes in rivers and canals]. Moscow: VZPI, 1990, pp.98-108. (In Russian)
11. Magomedova M.R. Development of software for processing of multidimensional data of river bed forming sediments movement. Scientific and methodical electronic journal"Concept", 2016, vol.15, pp.1951-1955. URL:http://ekoncept.ru/2016/96309.htm. (In Russian)
12. Magomedova M.R. Software for calculating the flow rate of bottom sediment in the river beds. AS 2013610555 R.Federation, number 2013616724; appl. 01/10/13; publ. 06.17.13. (In Russian)
13. Rzhanitsyn N.A. Rusloformirujushhie processy rek. [River bed forming processes]. Leningrad: Gidrometeoizdat, 1985, pp.127-130 (In Russian)
14. Brian W.D., Peter F.F. Grain Size, Sediment Transport Regime, and Channel Slope in Alluvial Rivers. The Journal of Geology, 2011, vol. 106, no. 6, pp.662-673.
15. Benoıt C., Magnus L. A general formula for non-cohesive bed load sediment transport. Estuarine, Coastal and Shelf Science. 2005, pp.251-258.
16. Kopaliani Z.D. Problem of bed load discharge assessment in rivers. Proc. 10-th Inter Symp. on River Sedimenteion. Moscow, 2007, vol. 3, pp. 175–181.
17. Wilcock P.R., Crowe J.C. Surface-based transport model for mixed-size sediment. Journal of Hydraulic Engineering. 2003, vol.129, no.2, pp.120-128.
Review
For citations:
Grigoryan O.P., Magomedova M.R. IMITATION MATHEMATICAL MODELING OF SUSPENDED PARTICLES EXPANSION TO DETERMINE THE AREAS OF INCREASED TURBIDITY IN THE ASSESSMENT OF DAMAGE TO WATER BIOLOGICAL RESOURCES OF THE CHEREK RIVER. Herald of Dagestan State Technical University. Technical Sciences. 2016;42(3):92-100. (In Russ.) https://doi.org/10.21822/2073-6185-2016-42-3-92-100