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title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: Protection against flooding of underground parts of structures by ring drainage
Creators: name: ÐÐ¾Ð»ÐµÑÐ½Ð¸ÐºÐ¾Ð², ÐÐ²Ð°Ð½
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2019
Subjects: ÐÐ´Ð°Ð½Ð¸Ñ Ð¸ Ð¿Ð¾ÑÑÑÐ¾Ð¹ÐºÐ¸
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description: Theme of the master's qualifying work: "Protection against flooding of underground parts of structures by ring drainage"
The volume of final qualifying work of the master is 119 pages. The work contains 35 figures, 25 tables, 34 sources of literature. Appendix A provides calculations for the key lines of the drainage system design tables from Chapter 2 of the thesis. Annex B contains drawings of the annular drainage system for protection against flooding of the building of the water block. The number of pages - 9 pieces.
The object of the research is the drainage system of protection against flooding of the underground part of the building of a water block being built in the Leningrad Region.
The subject of the study is the physical description of the depression curve created by the annular drainage laid on the proposed project.
The final qualifying work consists of an introduction, a text part consisting of 3 chapters and a conclusion, and two annexes.
The introduction describes the relevance of the topic chosen in the master's qualification work, the purpose and objectives of the work are formulated, the object and subject of research are indicated.
In Chapter 1 of the thesis, an analysis of the existing standards for the design of drainage systems was conducted. Also considered foreign standards. The main methods of drainage design are shown.
Chapter 2 provides a brief overview of the structures on drainage systems. The structure of schematicization of contour drainage systems is described. A comparison of the existing methods of calculation of drainage systems. A new formula for calculating the radius of depression, based on data from the manual for SNiP 2.05.07-85 "Manual on the design of the roadbed and drainage of railways and roads of industrial enterprises", was developed and investigated. The correction factor has been selected, which takes into account the depth of laying of the impermeable soil layer in the dependence studied.
In Chapter 3, the design of a ring drainage system was carried out to protect against flooding of a water block building located in the Leningrad Region. The proposed method was checked and compared with the current standards.
Appendix A contains calculations of the rows of tables in Chapter 2 of the thesis.
Appendix B contains drawings for the design of a ring drainage protection system against flooding.