title: Ð¦Ð¸ÑÑÐ¾Ð²Ð¾Ðµ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¿Ð¾Ð´ÑÐ¾Ð¿Ð»ÐµÐ½Ð¸Ñ Ð³ÑÑÐ½ÑÐ¾Ð²ÑÐ¼Ð¸ Ð²Ð¾Ð´Ð°Ð¼Ð¸ Ð¿ÑÐ¸ Ð¾ÑÐ²Ð¾ÐµÐ½Ð¸Ð¸ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÑÑÑÐ°Ð½ÑÑÐ²Ð° Ð² Ð³Ð¾ÑÐ¾Ð´ÑÐºÐ¾Ð¹ Ð·Ð°ÑÑÑÐ¾Ð¹ÐºÐµ
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: Digital modeling of groundwater flooding during the development of underground space in urban areas
Creators: name: ÐÐ°ÑÐ°Ð½Ð¾Ð², ÐÐ°Ð½Ð¸Ð¸Ð»
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: 2024
Subjects: Ð±Ð°ÑÑÐ°Ð¶Ð½ÑÐ¹ ÑÑÑÐµÐºÑ
ÑÐºÑÐ¿ÑÐµÑÑ-Ð¾ÑÐµÐ½ÐºÐ°
Ð¿Ð¾Ð´ÑÐ¾Ð¿Ð»ÐµÐ½Ð¸Ðµ
Ð·Ð¾Ð½Ð° Ð²Ð»Ð¸ÑÐ½Ð¸Ñ
Ð·Ð¾Ð½Ð° Ð¿Ð¾Ð´ÑÐ¾Ð¿Ð»ÐµÐ½Ð¸Ñ
ÑÐ¸ÑÑÐ¾Ð²Ð¾Ðµ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
barrage effect
rapid assessment
flooding
impact zone
flood zone
digital modeling

description: Ð¦ÐµÐ»ÑÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ²Ð»ÑÐµÑÑÑ ÑÐ¾Ð·Ð´Ð°Ð½Ð¸Ðµ Ð¼ÐµÑÐ¾Ð´Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð±Ð°Ð·Ñ Ð¿Ð¾ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ ÑÐºÑÐ¿ÑÐµÑÑ-Ð¾ÑÐµÐ½ÐºÐ¸ Ð±Ð°ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ ÑÑÑÐµÐºÑÐ° Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ ÑÐ¸ÑÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÐ»Ð¸ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ ÑÐµÑÐ¸ÑÑ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: 1. ÐÑÐ¾Ð²ÐµÑÑÐ¸ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¿ÑÐ¾Ð±Ð»ÐµÐ¼Ñ Ð¿Ð¾Ð´ÑÐ¾Ð¿Ð»ÐµÐ½Ð¸Ñ Ð¸ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÑ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸Ð¹ Ð¿Ð¾ Ð·Ð°ÑÐ¸ÑÐµ Ð¾Ñ Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐ²Ð»ÐµÐ½Ð¸Ñ; 2. ÐÐ¿ÑÐµÐ´ÐµÐ»Ð¸ÑÑ ÑÑÑÐ½Ð¾ÑÑÑ ÑÐ²Ð»ÐµÐ½Ð¸Ñ Ð±Ð°ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ ÑÑÑÐµÐºÑÐ° Ð¸ Ð¿ÑÐ¾Ð²ÐµÑÑÐ¸ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ñ Ð¼ÐµÑÐ¾Ð´Ð¾Ð² ÐµÐ³Ð¾ Ð¾ÑÐµÐ½ÐºÐ¸; 3. Ð¡ÑÐ¾ÑÐ¼ÑÐ»Ð¸ÑÐ¾Ð²Ð°ÑÑ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÑ ÑÐºÑÐ¿ÑÐµÑÑ-Ð¾ÑÐµÐ½ÐºÐ¸ Ð±Ð°ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ ÑÑÑÐµÐºÑÐ° Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ ÑÐ¸ÑÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ; 4. ÐÑÑÐ²Ð¸ÑÑ Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÐ¸ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÑ ÐºÑÐ¸ÑÐµÑÐ¸ÐµÐ² Ð¾ÑÐµÐ½ÐºÐ¸ Ð±Ð°ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ ÑÑÑÐµÐºÑÐ° Ð¾Ñ ÑÐ¸Ð»ÑÑÑÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ Ð¿ÑÐµÐ³ÑÐ°Ð´Ñ Ð-Ð¾Ð±ÑÐ°Ð·Ð½Ð¾Ð¹ ÑÐ¾ÑÐ¼Ñ; 5. ÐÑÐ¾Ð²ÐµÑÑÐ¸ ÑÐµÑÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÑÐ¾ÑÐ¼ÑÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð¹ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ Ð½Ð° Ð¿ÑÐ¸Ð¼ÐµÑÐµ Ð¾Ð±ÑÐµÐºÑÐ° ÐºÐ°Ð¿Ð¸ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð°. ÐÑÐµÐ´Ð¼ÐµÑÐ¾Ð¼ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ²Ð»ÑÐµÑÑÑ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ° ÑÐºÑÐ¿ÑÐµÑÑ-Ð¾ÑÐµÐ½ÐºÐ¸ Ð±Ð°ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ ÑÑÑÐµÐºÑÐ°. Ð Ð¿ÑÐ¾ÑÐµÑÑÐµ ÑÐ°Ð±Ð¾ÑÑ Ð½Ð°Ð´ Ð´Ð¸ÑÑÐµÑÑÐ°ÑÐ¸ÐµÐ¹ Ð¿ÑÐ¸Ð¼ÐµÐ½ÑÐ»Ð¾ÑÑ Ð½ÐµÑÐºÐ¾Ð»ÑÐºÐ¾ Ð¼ÐµÑÐ¾Ð´Ð¾Ð² Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: Ð¸Ð·ÑÑÐµÐ½Ð¸Ðµ Ð»Ð¸ÑÐµÑÐ°ÑÑÑÑ, ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ, Ð°Ð½Ð°Ð»Ð¸Ð·, ÑÐ¸Ð½ÑÐµÐ·, ÑÐºÑÐ¿ÐµÑÐ¸Ð¼ÐµÐ½Ñ, Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ, Ð¿Ð¾ÑÑÑÐ¾ÐµÐ½Ð¸Ðµ Ð³ÑÐ°ÑÐ¸ÐºÐ¾Ð². Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ ÑÑÐ¾ÑÐ¼ÑÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð° Ð¼ÐµÑÐ¾Ð´Ð¸ÑÐµÑÐºÐ°Ñ Ð¸Ð½ÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¸ Ð¿Ð¾ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ñ MODFLOW (ModelMuse), Ð² ÐºÐ°ÑÐµÑÑÐ²Ðµ Ð¸Ð½ÑÑÑÑÐ¼ÐµÐ½ÑÐ° Ð´Ð»Ñ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ñ ÑÐºÑÐ¿ÑÐµÑÑ-Ð¾ÑÐµÐ½ÐºÐ¸ Ð±Ð°ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ ÑÑÑÐµÐºÑÐ°, Ð½Ð° ÑÑÑÑÐºÐ¾Ð¼ ÑÐ·ÑÐºÐµ. ÐÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð´Ð°Ð½Ð½Ð¾Ð¹ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ Ð¿Ð¾Ð·Ð²Ð¾Ð»ÑÐµÑ Ð¾ÑÐµÐ½Ð¸ÑÑ Ð·Ð½Ð°ÑÐ¸Ð¼Ð¾ÑÑÑ Ð±Ð°ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ ÑÑÑÐµÐºÑÐ° Ð² ÐºÐ¾Ð½ÐºÑÐµÑÐ½Ð¾Ð¹ ÑÐ¸ÑÑÐ°ÑÐ¸Ð¸, ÑÑÐ¾ Ð¼Ð¾Ð¶ÐµÑ Ð±ÑÑÑ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð´Ð»Ñ Ð¿ÑÐ¸Ð½ÑÑÐ¸Ñ ÑÐµÑÐµÐ½Ð¸Ñ Ð¾ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ÑÑÐ¸ Ð´ÐµÑÐ°Ð»ÑÐ½ÑÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ð¹ Ð¸ ÑÐ°ÑÑÐµÑÐ¾Ð² Ð¸Ð»Ð¸ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÑÑ Ð½Ðµ ÑÑÐ¸ÑÑÐ²Ð°ÑÑ ÑÑÐ¾Ñ ÑÑÑÐµÐºÑ. ÐÐ¾Ð»ÑÑÐµÐ½Ð½ÑÐµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ 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·Ð´Ð°Ð½Ð¸Ð¹ (ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹) Ð¸ ÑÐµÑÐµÐ¹ Ð¸Ð½Ð¶ÐµÐ½ÐµÑÐ½Ð¾-ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ñ Ð´Ð»Ñ ÑÑÐ¾Ð²ÐµÑÑÐµÐ½ÑÑÐ²Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ°Ð·Ð´ÐµÐ»Ð¾Ð² Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð¸, ÐºÐ°Ðº ÑÐ»ÐµÐ´ÑÑÐ²Ð¸Ðµ, ÑÐ½Ð¸Ð¶ÐµÐ½Ð¸Ñ Ð½ÐµÐ³Ð°ÑÐ¸Ð²Ð½ÑÑ Ð¿Ð¾ÑÐ»ÐµÐ´ÑÑÐ²Ð¸Ð¹ Ð±Ð°ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ ÑÑÑÐµÐºÑÐ° Ð¿ÑÐ¸ ÐµÐ³Ð¾ Ð²Ð¾Ð·Ð½Ð¸ÐºÐ½Ð¾Ð²ÐµÐ½Ð¸Ð¸. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð´Ð°Ð½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð² ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ñ Ð­Ð»ÐµÐºÑÑÐ¾Ð½Ð½Ð°Ñ Ð±Ð¸Ð±Ð»Ð¸Ð¾ÑÐµÐºÐ° Ð¡ÐÐ±ÐÐ£, Microsoft Word, Microsoft Excel, ModelMuse, Surfer.
description: The purpose of the study is to create a methodological framework for conducting a rapid assessment of the barrage effect using digital modeling. To achieve this objective, the following tasks need to be accomplished: 1. Analyze the problem of flooding and regulatory requirements for protection against this phenomenon. 2. Define the essence of the barrage effect and analyze existing methods for its assessment. 3. Formulate a methodology for rapid assessment of the barrage effect using digital modeling. 4. Identify dependencies of the main criteria for assessing the barrage effect on an L-shaped filtration barrier. 5. Test the formulated methodology on an example of a capital construction project. The subject of this research is the methodology for rapid assessment of the barrage effect. Several research methods were employed during the dissertation work: literature review, comparison, analysis, synthesis, experiment, modeling, and graph construction. This work formulates methodological information on the use of the MODFLOW (ModelMuse) program as a tool for performing a rapid assessment of the barrage effect in Russian. Using this methodology allows for evaluating the significance of the barrage effect in a specific situation, which can serve as a basis for deciding whether detailed studies and calculations are necessary or if this effect can be disregarded. The results obtained can be used in the design of buildings (structures) and engineering infrastructure networks to improve sections of project documentation and, consequently, reduce the negative consequences of the barrage effect when it occurs. To achieve these results, the following resources were used: electronic library SPbPU, Microsoft Word, Microsoft Excel, ModelMuse, Surfer.