title: Ð ÐµÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ Ð»Ð¾ÐºÐ°Ð»ÑÐ½ÑÑ Ð¾ÑÐ¸ÑÑÐ½ÑÑ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð¿Ð¾Ð²ÐµÑÑ Ð½Ð¾ÑÑÐ½Ð¾Ð³Ð¾ ÑÑÐ¾ÐºÐ° Ñ Ð¼Ð¾ÑÑÐ¾Ð²ÑÑ Ð¿ÐµÑÐµÑ Ð¾Ð´Ð¾Ð²
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: The reconstruction of local surface runoff sewage facility from the bridge crossing
Creators: name: ÐÐ¸Ð½Ð¾ÐºÑÑÐ¾Ð², ÐÐ¾Ð½ÑÑÐ°Ð½ÑÐ¸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: 2020
Subjects: Ð¿Ð¾Ð²ÐµÑÑ Ð½Ð¾ÑÑÐ½ÑÐ¹ ÑÑÐ¾Ðº
Ð¼Ð¾ÑÑÐ¾Ð²Ð¾Ð¹ Ð¿ÐµÑÐµÑ Ð¾Ð´
Ð¼Ð¾ÑÑ
Ð»Ð¾ÐºÐ°Ð»ÑÐ½ÑÐµ Ð¾ÑÐ¸ÑÑÐ½ÑÐµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ
ÑÐ¸Ð»ÑÑÑ Ð¤ÐÐÐ¡
surface runoff
bridge crossing
bridge
local sewage facility
FOPS filter

description: Ð Ð½Ð°ÑÑÐ¾ÑÑÐµÐ¹ ÑÐ°Ð±Ð¾ÑÐµ Ð¸Ð·ÑÑÐµÐ½Ð° Ð¿ÑÐ¾Ð±Ð»ÐµÐ¼Ð° Ð½ÐµÐ´Ð¾ÑÑÐ°ÑÐ¾ÑÐ½Ð¾Ð¹ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ ÑÐ°Ð±Ð¾ÑÑ Ð¾ÑÐ¸ÑÑÐ½ÑÑ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð¿Ð¾Ð²ÐµÑÑÐ½Ð¾ÑÑÐ½Ð¾Ð³Ð¾ ÑÑÐ¾ÐºÐ° Ñ Ð¼Ð¾ÑÑÐ¾Ð²ÑÑ Ð¿ÐµÑÐµÑÐ¾Ð´Ð¾Ð², Ð¾ÑÐ½Ð¾Ð²Ð½ÑÐ¼Ð¸ Ð¿ÑÐ¸ÑÐ¸Ð½Ð°Ð¼Ð¸ ÑÐµÐ³Ð¾ ÑÐ²Ð»ÑÑÑÑÑ Ð½Ð¸Ð·ÐºÐ°Ñ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÑ Ð¿ÑÐ¸Ð¼ÐµÐ½ÑÐµÐ¼ÑÑ Ð¼ÐµÑÐ¾Ð´Ð¾Ð² Ð¾ÑÐ¸ÑÑÐºÐ¸ Ð¸ Ð¾ÑÑÑÑÑÑÐ²Ð¸Ðµ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾Ð³Ð¾ Ð¾Ð±ÑÐ»ÑÐ¶Ð¸Ð²Ð°Ð½Ð¸Ñ. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¾ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÐ°ÑÐ¿ÑÐ¾ÑÑÑÐ°Ð½ÐµÐ½Ð½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð»Ð¾ÐºÐ°Ð»ÑÐ½ÑÑ Ð¾ÑÐ¸ÑÑÐ½ÑÑ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð¿Ð¾Ð²ÐµÑÑÐ½Ð¾ÑÑÐ½Ð¾Ð³Ð¾ ÑÑÐ¾ÐºÐ° Ñ Ð¼Ð¾ÑÑÐ¾Ð²ÑÑ Ð¿ÐµÑÐµÑÐ¾Ð´Ð¾Ð², Ð¿Ð¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ ÐºÐ¾ÑÐ¾ÑÐ¾Ð³Ð¾ ÑÐ´ÐµÐ»Ð°Ð½ Ð²ÑÐ²Ð¾Ð´ Ð¾ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ÑÑÐ¸ ÑÐµÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ñ Ð¾ÑÐ¸ÑÑÐ½ÑÑ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹. ÐÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ð° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ Ð»Ð¾ÐºÐ°Ð»ÑÐ½ÑÑ Ð¾ÑÐ¸ÑÑÐ½ÑÑ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð´Ð»Ñ ÑÐ¾ÑÐ±ÑÐ¸Ð¾Ð½Ð½Ð¾ ÑÐ¸Ð»ÑÑÑÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ Ð¾ÑÐ¸ÑÑÐºÐ¸ Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ðµ ÑÐ¸Ð»ÑÑÑÐ¾Ð² Ð¤ÐÐÐ¡. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ Ð¿ÑÐ°ÐºÑÐ¸ÑÐµÑÐºÐ¸Ðµ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¸ Ð¿Ð¾ ÑÐµÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÑÑÑÐµÑÑÐ²ÑÑÑÐµÐ³Ð¾ Ð¾ÑÐ¸ÑÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ, Ð²ÐºÐ»ÑÑÐ°ÑÑÐ¸Ðµ ÐµÐ³Ð¾ Ð´ÐµÐ¼Ð¾Ð½ÑÐ°Ð¶, ÑÐµÐºÑÐ»ÑÑÐ¸Ð²Ð°ÑÐ¸Ñ, Ð° ÑÐ°ÐºÐ¶Ðµ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾ Ð½Ð¾Ð²Ð¾Ð³Ð¾ Ð¾ÑÐ¸ÑÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ, Ð¸ ÑÐ¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð° Ð¾Ð±ÑÐ°Ñ ÑÐ¼ÐµÑÐ°.
description: The problem of insufficient efficiency of water treatment facilities of surface runoff from bridge crossings has been studied in the present work, the main reasons for which are low efficiency of used purification methods and lack of necessary maintenance. The most common structures of local treatment facilities of surface runoff from bridge crossings are compared, based on the results of which the conclusion that reconstruction of existing treatment facilities is necessary has been made. The design of local treatment facilities for sorption-filtration treatment based on FOPS filters is proposed. The construction recommendations of the reconstruction of the existing treatment facility has been developed, including its dismantling, recultivation, as well as the construction of a new treatment facility, and the overall estimate has been drawn up.