title: Ð Ð°ÑÑÐµÑ Ð´ÑÐµÐ½Ð°Ð¶Ð½ÑÑ ÑÐ¸ÑÑÐµÐ¼ Ð³Ð»ÑÐ±Ð¾ÐºÐ¾Ð³Ð¾ Ð·Ð°Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ Ð¿ÑÐ¸ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ð¸ Ð³Ð¾ÑÐ¾Ð´ÑÐºÐ¸Ñ ÑÐ»Ð¸Ñ Ð¸ Ð´Ð¾ÑÐ¾Ð³
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: Calculation of drainage systems of deep laying in the design of city streets and roads
Creators: name: Ð¡ÑÑÐ¸ÐºÐ¾Ð²Ð°, ÐÐ°ÑÐ¸Ð½Ð°
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: 2022
Subjects: ÐÑÐµÐ½Ð°Ð¶
ÐÑÐ°Ð´Ð¾ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
Ð²Ð¾Ð´Ð¾Ð¿Ð¾Ð½Ð¸Ð¶ÐµÐ½Ð¸Ðµ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¹ ÑÐ»Ð¸ÑÐ½Ð¾-Ð´Ð¾ÑÐ¾Ð¶Ð½Ð¾Ð¹ ÑÐµÑÐ¸
ÑÑÐ°ÑÑÐ¾Ð²Ð°Ñ Ð³Ð»ÑÐ±Ð¸Ð½Ð° Ð·Ð°Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ
drainage of the foundations of the road network
starting depth of laying

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«Ð Ð°ÑÑÐµÑ Ð´ÑÐµÐ½Ð°Ð¶Ð½ÑÑ ÑÐ¸ÑÑÐµÐ¼ Ð³Ð»ÑÐ±Ð¾ÐºÐ¾Ð³Ð¾ Ð·Ð°Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ Ð¿ÑÐ¸ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ð¸ Ð³Ð¾ÑÐ¾Ð´ÑÐºÐ¸Ñ ÑÐ»Ð¸Ñ Ð¸ Ð´Ð¾ÑÐ¾Ð³Â». Ð Ð°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¼ÐµÑÐ¾Ð´Ð¾Ð² Ð²Ð¾Ð´Ð¾Ð¿Ð¾Ð½Ð¸Ð¶ÐµÐ½Ð¸Ñ, Ð¿ÑÐ¸Ð¼ÐµÐ½Ð¸Ð¼ÑÑ Ð² Ð³Ð¾ÑÐ¾Ð´ÑÐºÐ¸Ñ ÑÑÐ»Ð¾Ð²Ð¸ÑÑ, ÑÐ°ÑÑÐµÑÐ°Ð¼ ÑÑÐ°ÑÑÐ¾Ð²Ð¾Ð¹ Ð³Ð»ÑÐ±Ð¸Ð½Ñ Ð·Ð°Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ Ð¾Ð´Ð½Ð¾Ð»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð³Ð¾ Ð¸ Ð´Ð²ÑÑÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð³Ð¾ Ð½ÐµÑÐ¾Ð²ÐµÑÑÐµÐ½Ð½Ð¾Ð³Ð¾ Ð´ÑÐµÐ½Ð°Ð¶ÐµÐ¹, Ð¾ÑÐµÐ½ÐºÐ¸ Ð¿ÑÐ¸Ð¼ÐµÐ½Ð¸Ð¼Ð¾ÑÑÐ¸ Ñ ÑÐ¾ÑÐºÐ¸ Ð·ÑÐµÐ½Ð¸Ñ Ð¾Ð±ÑÐµÐ¼Ð¾Ð² Ð·ÐµÐ¼Ð»ÑÐ½ÑÑ ÑÐ°Ð±Ð¾Ñ Ð¸ ÑÑÑÐ´Ð¾Ð·Ð°ÑÑÐ°Ñ. ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐµÑÐ°Ð»Ð¸ÑÑ Ð² ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: 1. ÐÑÑÐ²Ð»ÐµÐ½Ð¸Ðµ ÑÑÐµÐ¿ÐµÐ½Ð¸ Ð¸Ð·ÑÑÐµÐ½Ð½Ð¾ÑÑÐ¸ Ð²Ð¾Ð¿ÑÐ¾ÑÐ° Ð²Ð¾Ð´Ð¾Ð¿Ð¾Ð½Ð¸Ð¶ÐµÐ½Ð¸Ñ Ð² ÑÑÑÐµÑÑÐ²ÑÑÑÐµÐ¹ Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐµÐ¹ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½Ð¾Ð¹ Ð¸ Ð¼ÐµÑÐ¾Ð´Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð¿Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð´ÑÐµÐ½Ð°Ð¶Ð½ÑÑ ÑÐ¸ÑÑÐµÐ¼ Ð°Ð²ÑÐ¾Ð¼Ð¾Ð±Ð¸Ð»ÑÐ½ÑÑ Ð´Ð¾ÑÐ¾Ð³; 2. ÐÐ·ÑÑÐµÐ½Ð¸Ðµ Ð½Ð°ÑÑÐ½ÑÑ ÑÑÑÐ´Ð¾Ð², Ð² ÑÐ¾Ð¼ ÑÐ¸ÑÐ»Ðµ Ð·Ð°ÑÑÐ±ÐµÐ¶Ð½ÑÑ, Ð¸ ÑÑÑÐµÑÑÐ²ÑÑÑÐµÐ³Ð¾ Ð¾Ð¿ÑÑÐ° Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð´ÑÐµÐ½Ð°Ð¶Ð½ÑÑ ÑÐ¸ÑÑÐµÐ¼, Ð¿ÑÐµÐ´Ð½Ð°Ð·Ð½Ð°ÑÐµÐ½Ð½ÑÑ Ð´Ð»Ñ Ð·Ð°ÑÐ¸ÑÑ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ Ð´Ð¾ÑÐ¾Ð¶Ð½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹; 3. ÐÐ½Ð°Ð»Ð¸Ð· Ð¿ÑÐ¸Ð¼ÐµÐ½Ð¸Ð¼Ð¾ÑÑÐ¸ ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ñ Ð¼ÐµÑÐ¾Ð´Ð¾Ð² Ð²Ð¾Ð´Ð¾Ð¿Ð¾Ð½Ð¸Ð¶ÐµÐ½Ð¸Ñ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ ÑÐ»Ð¸ÑÐ½Ð¾-Ð´Ð¾ÑÐ¾Ð¶Ð½Ð¾Ð¹ ÑÐµÑÐ¸; 4. Ð Ð°ÑÑÐµÑ ÑÑÐ°ÑÑÐ¾Ð²Ð¾Ð¹ Ð³Ð»ÑÐ±Ð¸Ð½Ñ Ð·Ð°Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ Ð½ÐµÑÐ¾Ð²ÐµÑÑÐµÐ½Ð½ÑÑ Ð´ÑÐµÐ½Ð°Ð¶Ð½ÑÑ ÑÐ¸ÑÑÐµÐ¼ Ð² ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ Ð³ÑÑÐ½ÑÐ°Ñ; 5. ÐÑÑÐ²Ð»ÐµÐ½Ð¸Ðµ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÐµÐ»ÐµÑÐ¾Ð¾Ð±ÑÐ°Ð·Ð½ÑÑ ÑÑÐµÐ¼ Ñ ÑÐ¾ÑÐºÐ¸ Ð·ÑÐµÐ½Ð¸Ñ Ð¾Ð±ÑÐµÐ¼Ð¾Ð² Ð·ÐµÐ¼Ð»ÑÐ½ÑÑ ÑÐ°Ð±Ð¾Ñ Ð¸ ÑÑÑÐ´Ð¾Ð·Ð°ÑÑÐ°Ñ. ÐÑÑÐ¾Ð´Ñ Ð¸Ð· Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½Ð¾Ð¹ Ð¸ Ð¼ÐµÑÐ¾Ð´Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð»Ð¸ÑÐµÑÐ°ÑÑÑÑ Ð±ÑÐ»Ð¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ñ Ð¸ Ð¾Ð¿Ð¸ÑÐ°Ð½Ñ Ð¼ÐµÑÐ¾Ð´Ñ Ð²Ð¾Ð´Ð¾Ð¿Ð¾Ð½Ð¸Ð¶ÐµÐ½Ð¸Ñ, Ð¿ÑÐ¸Ð³Ð¾Ð´Ð½ÑÐµ Ð´Ð»Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð² Ð³Ð¾ÑÐ¾Ð´ÑÐºÐ¸Ñ ÑÑÐ»Ð¾Ð²Ð¸ÑÑ. ÐÐ°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÐµÐ»ÐµÑÐ¾Ð¾Ð±ÑÐ°Ð·Ð½ÑÐ¼ Ð±ÑÐ»Ð¾ Ð¿ÑÐ¸Ð½ÑÑÐ¾ ÑÑÐ¸ÑÐ°ÑÑ Ð½ÐµÑÐ¾Ð²ÐµÑÑÐµÐ½Ð½ÑÐ¹ Ð´ÑÐµÐ½Ð°Ð¶. Ð ÑÐ¾Ð´Ðµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð½ÑÑ ÑÐ°ÑÑÐµÑÐ¾Ð² Ð±ÑÐ»Ð¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ñ ÑÑÐ°ÑÑÐ¾Ð²Ð°Ñ Ð³Ð»ÑÐ±Ð¸Ð½Ð° Ð·Ð°Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ Ð¾Ð´Ð½Ð¾Ð»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð¹ Ð¸ Ð´Ð²ÑÑÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð¹ ÑÑÐµÐ¼Ñ Ð´ÑÐµÐ½Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ, Ð¾ÑÐµÐ½ÐµÐ½Ñ Ð¾Ð±ÑÐµÐ¼Ñ Ð·ÐµÐ¼Ð»ÑÐ½ÑÑ ÑÐ°Ð±Ð¾Ñ, ÑÐ¾Ð¿ÑÑÑÑÐ²ÑÑÑÐ¸Ñ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ñ Ð´ÑÐµÐ½Ð°Ð¶Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ Ð¸ ÑÑÑÐ´Ð¾Ð·Ð°ÑÑÐ°ÑÑ. Ð ÐºÐ°ÑÐµÑÑÐ²Ðµ ÑÐ°ÑÑÐµÑÐ½ÑÑ Ð¼ÐµÑÐ¾Ð´Ð¸Ðº Ð±ÑÐ»Ð¾ Ð¿ÑÐ¸Ð½ÑÑÐ¾ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°ÑÑ Ð°Ð»ÑÑÐµÑÐ½Ð°ÑÐ¸Ð²Ð½ÑÐµ Ð¾Ð¿Ð¸ÑÐ°Ð½Ð½ÑÐ¼ Ð² Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð²Ð°ÑÐ¸Ð°Ð½ÑÑ, Ð½Ð¾ Ð°Ð¿ÑÐ¾Ð±Ð¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÐµ Ð¸ ÑÑÐ¸ÑÑÐ²Ð°ÑÑÐ¸Ðµ Ð±Ð¾Ð»ÑÑÐ¸Ð¹ ÑÑÐ´ Ð²Ð°Ð¶Ð½ÑÑ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ¾Ð². ÐÐµÑÐ¾Ð´Ñ ÑÐ°ÑÑÐµÑÐ¾Ð², Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÐµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð¸ ÑÐµÐ¾ÑÐµÑÐ¸ÑÐµÑÐºÐ¸Ðµ Ð´Ð°Ð½Ð½ÑÐµ Ð¼Ð¾Ð³ÑÑ Ð±ÑÑÑ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ñ Ð¿ÑÐ¸ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ð¸ Ð´ÑÐµÐ½Ð°Ð¶Ð½ÑÑ ÑÐ¸ÑÑÐµÐ¼ Ð°Ð½Ð°Ð»Ð¾Ð³Ð¸ÑÐ½ÑÑ Ð»Ð¸Ð½ÐµÐ¹Ð½ÑÑ Ð¾Ð±ÑÐµÐºÑÐ¾Ð².
description: The topic of the final qualifying work: "Calculation of drainage systems of deep laying in the design of city streets and roads". The work is devoted to the study of methods of drainage applicable in urban conditions, calculations of the starting depth of laying one-line and two-line imperfect drainage, assessment of applicability in terms of the volume of excavation and labor costs. Tasks that were solved during the study: 1. Identification of the degree of study of the issue of drainage in the existing regulatory and methodological documentation on the design of drainage systems of highways; 2. Study of scientific works, including foreign ones, and existing experience in designing drainage systems designed to protect the foundations of road structures; 3. Analysis of the applicability of existing methods of drainage of the bases of structures of the road network; 4. Calculation of the starting depth of imperfect drainage systems in various soils; 5. Identification of the most appropriate schemes in terms of the volume of excavation and labor costs. Based on the analysis of normative and methodological literature, methods of drainage suitable for use in urban conditions were identified and described. Imperfect drainage was considered to be the most expedient.In the course of the calculations carried out, the starting depth of the one-line and two-line drainage scheme was determined, the volumes of excavation work accompanying construction of a drainage system and labor costs were estimated. As calculation methods, it was decided to use alternative options that differ from those described in the regulatory documentation, but have been tested and take into account a larger number of important parameters. Calculation methods, obtained results and theoretical data can be used in the design of drainage systems of similar linear objects.