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Education Education Savichev O.G. carries out training on disciplines: Water resources management; Regulation of a river flow; Statistical methods in a water management; Bases of scientific researches; Designing of water-economic systems; Management of natural-technical complexes; Natural-technical complexes and bases of natural arrangement; Bases of engineering researches; Theoretical bases of preservation of the environment; Operation and monitoring of systems and constructions of natural arrangement and water use; Hydrological calculations. The basic direction - еру Hdrological calculations. Semester - winter. Prerequisites: Mathematics; Physics; Hydrology, climatology and meteorology; Hydraulics. Course Objectives: Hydrological substantiation of parameters of hydraulic engineering constructions and estimation of risk of water failures. Learning Outcomes: 1. Studying of theoretical bases of calculation of a water run-off, flow of sediments, estimations of channel deformations, an ice phenomena and quality of waters. 2. Studying of the basic methods of calculation of a water run-off, flow of sediments, estimations of channel deformations, an ice phenomena and quality of waters. Syllabus: 1. Introduction. The general concepts and definitions, the analysis of conditions of formation of a geo run-off. 1.2. The analysis of the initial information. Section 2. Calculations of a water drain and a mode 2.1. Hydrological classifications, calculation of norm of a run-off, the maximal and minimal discharges, calculation of water levels. Section 3. Calculation of other components of a geo run-off. 3.1. Calculation of characteristics of an ice cover and the phenomena. Classification of channel processes, calculation of a sediments flow, calculation of channel deformations, a task of hydrochemical calculations. Labs: 1.1. Calculation of norm of a water run-off. Part 1. Calculation at presence of the observations. 1.2. Calculation of norm of a water run-off. Part 2. Calculation at insufficiency of the observations. 1.3. Calculation of norm of a water run-off. Part 3. Calculation at absence of the observations. 2. Calculation of the maximal water discharge of a spring flood (snow melt) at absence of the observations. 3.1. Calculation of the maximal water discharge of a rain flood at absence of the observations. Rational method. Variant 1. 3.2. Calculation of the maximal water discharge of a rain flood at absence of the observations. Rational method. Variant 2. 4.1. Calculation of the minimal water discharge at absence of the observations. Part 1. The winter low water. 4.2. Calculation of the minimal water discharge at absence of the observations. Part 2. The summer-autumnal low water. 5.1. Calculation of intraannual distribution of a water run-off by a method of average distributions. Part 1. Calculation of intraannual distribution of a water run-off of river - analogue. 5.2. Calculation of intraannual distribution of a water drain by a method of average distributions. Part 2. Calculation of intraannual distribution of the researched river. 6. Calculation of a hydrographer of a spring high water. 7.1. Calculation of a coastal line of the river and borders of water-security zones. Part 1. Construction of dependences of water levels from charges of water. 7.2. Calculation of a coastal line of the river and borders of water-security zones. Part 1. Calculation of an average level of water for the period of an open channel, water-security zones and coastal protective strips. Resources: http://stud.lms.tpu.ru/course/view.php?id=439
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