Calculative Principles of Required Pressure for Decolmatation of Pre-Filter Zone of Water Intake Well

The paper presents main calculative principles of the required pressure which is initiated in the cavity of colmatated rod and frame filter proceeding from the provision of its regeneration. Colmatation is schematized as an annular zone including gravel filter pack grouted by colmatage matter and wa...

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Main Author: V. V. Ivashechkin
Format: Article
Language:Russian
Published: Belarusian National Technical University 2003-10-01
Series:Nauka i Tehnika
Online Access:https://sat.bntu.by/jour/article/view/1638
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author V. V. Ivashechkin
author_facet V. V. Ivashechkin
author_sort V. V. Ivashechkin
collection DOAJ
description The paper presents main calculative principles of the required pressure which is initiated in the cavity of colmatated rod and frame filter proceeding from the provision of its regeneration. Colmatation is schematized as an annular zone including gravel filter pack grouted by colmatage matter and water intake surface which being bonded to one another jointly operate under load. Expressions have been deduced with the purpose to determine ultimate (limiting) pressure values for 3 stages of filter operation: 1. formation of non-through cracks in the filter pack; 2. formation of through cracks; 3. destruction of water intake surface of the filter.The paper considers a numerical example of calculation pertaining to determination of operational interval of pressures which are required for treatment of rod and frame filter with pre-set strength of the clogged gravel filter pack. It has been ascertained that the required pressure value is determined to a great extent by tensile strength of the water intake surface.
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spelling doaj.art-ddacabb87d904443935d555d2ce6bd552022-12-22T03:45:07ZrusBelarusian National Technical UniversityNauka i Tehnika2227-10312414-03922003-10-0105101610.21122/2227-1031-2003-0-5-10-161538Calculative Principles of Required Pressure for Decolmatation of Pre-Filter Zone of Water Intake WellV. V. Ivashechkin0Belarusian National Technical UniversityThe paper presents main calculative principles of the required pressure which is initiated in the cavity of colmatated rod and frame filter proceeding from the provision of its regeneration. Colmatation is schematized as an annular zone including gravel filter pack grouted by colmatage matter and water intake surface which being bonded to one another jointly operate under load. Expressions have been deduced with the purpose to determine ultimate (limiting) pressure values for 3 stages of filter operation: 1. formation of non-through cracks in the filter pack; 2. formation of through cracks; 3. destruction of water intake surface of the filter.The paper considers a numerical example of calculation pertaining to determination of operational interval of pressures which are required for treatment of rod and frame filter with pre-set strength of the clogged gravel filter pack. It has been ascertained that the required pressure value is determined to a great extent by tensile strength of the water intake surface.https://sat.bntu.by/jour/article/view/1638
spellingShingle V. V. Ivashechkin
Calculative Principles of Required Pressure for Decolmatation of Pre-Filter Zone of Water Intake Well
Nauka i Tehnika
title Calculative Principles of Required Pressure for Decolmatation of Pre-Filter Zone of Water Intake Well
title_full Calculative Principles of Required Pressure for Decolmatation of Pre-Filter Zone of Water Intake Well
title_fullStr Calculative Principles of Required Pressure for Decolmatation of Pre-Filter Zone of Water Intake Well
title_full_unstemmed Calculative Principles of Required Pressure for Decolmatation of Pre-Filter Zone of Water Intake Well
title_short Calculative Principles of Required Pressure for Decolmatation of Pre-Filter Zone of Water Intake Well
title_sort calculative principles of required pressure for decolmatation of pre filter zone of water intake well
url https://sat.bntu.by/jour/article/view/1638
work_keys_str_mv AT vvivashechkin calculativeprinciplesofrequiredpressurefordecolmatationofprefilterzoneofwaterintakewell