PUKYONG

하수차집관로 유량제어시스템 적정 관리방안 연구

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Alternative Title
Technical management practice for intercepting sewer control system
Abstract
The need for urban sewerage has increased recently due to the expansion of urban areas caused by population, urbanization, indiscriminate evelopment and increase of water pollution. Even though each municipality has put a lot of efforts and budget into the treatment of existing urban sewage, it has not been able to build a perfect sewer system because of the complicated urban network and the complexity of the sewer structure as a result of the development thoughtless for the environment.
Especially, when it rains, water pollution in the receiving waters still remains a problem on account of not performing a perfect sewer treatment. In particular, since the supply of sewage facilities is still in progress, the sewage disposal facility maintains its function even in the classified areas which are the water pollution in the receiving waters from the sewage overflow due to the sewage water collection facility.
In addition, there is a close relationship with the residents' lives, which causes many side effects by the degradation of the living environment of the local residents. Furthermore, the low concentration sewage flowing into the sewage treatment plant has various problems in the water treatment process. Uncontrolled sewage influences the main sewage pipe causing serious system problems such as sewage reflux.
Objective of this research is to solve a fundamental problem of urban pollution by studying optimal operation of existing urban sewerage system. It make to minimize pollution in the receiving waters and optimizing sewer and sewage treatment plant operation. First, SWMM data was collected through sewage treatment plant, sewage network and watershed survey. And problems of unsteady operation of wastewater treatment plant were ascertained through the overflow of the submergence facility in rainfall. The repair and water quality effects were simulated.
As a result of simulation, it was confirmed that the sewage amount flowing into the sewage treatment plant at the current sewage treatment plant was not operated normally. Due to the exceeding operation water level of the influent pump.
In addition, A tendency of the influence of the flow control device in the maintenance of the sewer main channel and the inflow pumping station due to the failrue of the flow control device in each position was analyzed. And countermeasures were also suggested. The problems and their countermeasures on the influence of rainfall intensity in the future maintenance were suggested.
Based on the hydraulic and water quality results simulated by the SWMM, the effects on the wastewater treatment plant were simulated by Aquasim.
As a result, the effect on the sewage treatment plant was analyzed under the current operating conditions. Water quality characteristics of the future interception facility were implemented to ensure more stable operation.
Since most of the sewage treatment plants in Korea are affected by the unknown water at the time of rainfall, the influence of the sewerage system, the influent pump station and the treatment water are seriously affected by the influence of rain water. It was deemed necessary to propose a direct alternative plan for the operation of sewage treatment plants in the future by continuously presenting the operation plans for the interception facilities and rainwater discharge causing the problems.
Author(s)
하동식
Issued Date
2019
Awarded Date
2019. 8
Type
Dissertation
Keyword
하수 차집시설 유량조절장치
Publisher
부경대학교
URI
https://repository.pknu.ac.kr:8443/handle/2021.oak/23650
http://pknu.dcollection.net/common/orgView/200000224574
Affiliation
부경대학교 대학원
Department
대학원 환경공학과
Advisor
이병헌
Table Of Contents
제 1 장 서 론 1
1.1 연구배경 1
1.2 연구목적 및 범위 2
제 2 장 문 헌 연 구 5
2.1 하수관로 시스템 5
2.1.1 하수관로의 구성 5
2.1.2 과도기 하수배제방식 10
2.1.3 불완전분류식 하수도의 문제점 11
2.2 불완전하수관로의 개선연구 16
2.2.1 합류식 하수관로 월류수 개선 16
2.2.2 분류식 차집관로의 유량 및 수질 연구 17
2.3 SWMM 20
2.3.1 모형의 개요 20
2.3.2 모형의 기본 구조 및 이론 23
2.3.3 소유역의 특성 인자 24
2.4 하수처리장 ASM 27
2.4.1 ASM 27
2.4.2 하수처리공정모델 시뮬레이터 Aquasim 33
제 3 장 연 구 방 법 39
3.1 연구대상 시설 현황 39
3.1.1 시설현황 39
3.1.2 연구대상 결정 40
3.2 연구대상 문제점 및 해결방안 42
3.2.1 연구대상 지역의 문제점 42
3.2.2 하수관로 대상연구 44
3.2.3 하수처리장 대상연구 44
제 4 장 결과 및 고찰 61
4.1 대상지역 SWMM 구축 61
4.1.1 대상지역 강우데이터 61
4.1.2 관로 시설 개요 62
4.1.3 대상 유역 SWMM 구축 64
4.1.4 소유역의 구분 64
4.1.5 강우분포 66
4.2 SWMM의 보정 및 검증 70
4.2.1 강우분석 70
4.2.2 표준강우량 산정 74
4.2.3 SWMM 유량매개변수 보정 86
4.2.4 SWMM 수질매개변수 보정 90
4.2.5 SWMM 유량매개변수 검증 95
4.2.6 SWMM 수질매개변수 검증 97
4.3 SWMM에 의한 차집시설 유량제어 모의 98
4.3.1 유량제어장치 비정상 작동시 모의 102
4.3.2 원격제어밸브 누적 비정상 작동시 모의 107
4.3.3 부표연동게이트 누적 비정상 작동시 모의 110
4.3.4 강우빈도에 따른 모의 114
4.3.5 차집시설 정상가동의 제안 118
4.4 N-하수처리장 ASM 모의 122
4.4.1 하수처리장 유입유량과 유출·입 농도 122
4.4.2 모델 민감도 분석 126
4.4.3 모델 매개변수 추정 128
4.4.4 모델 매개변수 검증 130
4.4.5 차집관로 유량제어에 따른 하수처리장 모의결과 132
제 5 장 결 론 136
참 고 문 헌 138
Degree
Doctor
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