공공공사 시공평가 항목의 객관성 확보를 위한 주요 개선 항목 도출에 관한 연구

서세덕,김옥규,박형근 대한토목학회 2019 대한토목학회논문집 Vol.39 No.6

The government introduced the comprehensive evaluation bidding system with the goal of pursuing the best value and the globalstandard in 2016. However, for the evaluation criteria on the construction evaluation reflected to the comprehensive evaluation biddingsystem, the problems of the objectivity insufficiency, the inclusion of multiple subjective evaluation items, and the irrationality of the weight for each evaluation item are continue to be presented. The central office group, the local government, the relevant industry, and the expert group share recognition, but the solution is not derived. Hence, the major evaluation items to be improved were derived with the characteristics analyzed to secure the objectivity of the construction evaluation. For the analysis method, the standard deviation and the Fleiss Kappa analysis method were used by utilizing the characteristics that the construction evaluation criteria consist of all 4-point measures (good, average, insufficient, and poor). According to the result, the 10 evaluation items of the total 25 construction evaluation items were derived as the evaluation items to be improved. It was found in the analysis on the major characteristics of the derived evaluation items that the qualitative evaluation criteria such as ‘Very Suitable’ and ‘Suitable’ were commonly included in the detailedevaluation guidelines. Hence, as far as the future construction evaluation standards are concerned, the qualitative evaluation standards are sublated, and the improvement should be made mainly for the quantitative evaluation criteria enabling the objectivity assurance 정부는 최고 가치와 글로벌 스탠다드를 추구한다는 목표 아래 2016년 종합심사낙찰제도를 도입하였다. 하지만 종합심사낙잘체도에 반영되는 시공평가의평가기준은 객관성 부족, 주관적 평가 항목 다수 포함, 평가 항목별 가중치 비합리성 등의 문제가 지속적으로 제기 되고 있으며 중앙부처, 지자체, 관련 업계, 전문가 집단 모두 그 인식을 같이하고 있으나 해결 방안을 도출하지 못하고 있는 실정이다. 따라서 본 연구는 시공평가의 객관성 확보를 위해 개선이 필요한 주요 평가항목을 도출하고 그 특성을 분석하였다. 분석 방법은 시공평가 평가기준이 모두 4점 척도(우수, 보통, 미흡, 불량)로 구성된 특성을 활용하여 표준편차, Fleiss Kappa 분석 방법을 활용하였으며, 그 결과 총 25개로 구성된 시공평가의 평가항목 중 10개의 평가항목이 개선이 필요한 평가항목으로 도출되었다. 도출된 평가 항목의 주요 특성을 분석한 결과 세부 평가지침에 ‘매우적정’, ‘적정’과 같은 정성적 평가 기준이 공통으로 포함된 것을 확인할 수 있었다. 따라서, 향후 시공평가의 평가기준은 정성적 평가기준은 지양하고 객관성 확보가 가능한 정량적 평가기준 중심으로 개선되어야 할 것으로 판단된다

이상강우 발생시 도시침수 방지를 위한 월류형 우수배수방법 연구

서세덕,박형근,김태현 대한토목학회 2019 대한토목학회논문집 Vol.39 No.5

지구 온난화에 의한 이상강우, 도시개발 및 인구유입에 따른 저지대 개발로 인한 우수유출량의 증대로 도시침수가 빈번히 발생하고 있다. 도시 에서 이상강우에 적극적으로 대비하기 위해서는 GWI (Green Water Infra) 효과 확인과 기존 설치된 우수저류조를 효과적으로 활용하고 국지 적 침수를 방지하는 우수배수 방법이 필요하다. 본 연구에서는 EPA (United States Environmental Protection Agency)에서 제공하는 SWMM (Storm Water Management Model)의 동적파해석(Dynamic Wave Analysis)을 이용하여 이상강우에서 도시침수 방지방법으로 서 월류형 우수배수방법을 적용 및 분석하였다. 그 결과 태풍 콩레이로 발생한 강우에서 월류형 우수저류조 설치가 최대홍수유출을 61 %, 총 홍 수량을 56 % 감소시키는 것으로 분석되었으며, 태풍 솔릭의 강우에서는 월류형 우수저류조 및 자연-압송식 배수방법이 최대 홍수유출 20 % 감 소 및 총 홍수량 67 % 감소하는 것으로 분석되었다. 따라서, 이상강우에 대한 대책으로 기존 우수저류조의 개량 및 추가 시설물 설치를 통해 제 한된 조건에서 경제적인 우수배수가 가능한 것으로 판단된다. Urban flooding has been a frequent phenomenon in recent years caused by the increase in maximum stormwater runoff arising from abnormal rainfall due to global warming, urban development, and development of lowlands according to population inflows. In order to respond positively against abnormal precipition in the city, it is necessary to check the GWI (Green Water Infra) effect and effectively utilize the existing stormwater detention tanks and treat stormwater to prevent local flooding. In this study, Overflow Type stormwater drainage methods are evaluated as a method of preventing urban flooding in abnormal precipitation using the Dynamic Wave Analysis SWMM (Storm Water Management Model) provided by the United States Environmental Protection Agency. Comparing and analyzing the Upward Watergate Type and Overflow Type, it was analyzed that the Overflow Type reduces the maximum flood discharge by 61 % and the total flood volume by 56 % in the rainfall of Typhoon Kong-rey. The application of the Overflow Type and the natural-pneumatic drainage method to the rainfall of Typhoon Soulik resulted in a 20 % reduction in maximum flood runoff and a 67 % reduction in total flood quantity. Therefore, as a solution to the abnormal rain fall, it is possible to improve the existing stormwater detection tank and install additional facilities. It is expected to be economically possible to strom drainage under limited conditions.

발전방류구 위치변화에 따른 저수지내 탁수변화 -대청댐을 대상으로-

서세덕,이재일,하성룡,Seo, Se-Deok,Lee, Jae-Yil,Ha, Sung-Ryong 한국환경영향평가학회 2011 환경영향평가 Vol.20 No.2

In the study, CE-QUAL-W2 was used and its examination and correction were conducted targeting 2001 and 2003 when the condition of rainfall was contradicted. Using the proved model in 2003, a scenario was implemented with management of locations for dewatering outlets and actual data for dam management in 1987 when inflow and outflow level were almost same. In case of the scenario which the location of dewatering outlets was 5m higher than usual location, exclusion efficiency for turbid water inflow at the beginning of precipitation was good. In case of the scenario which the location of dewatering outlets was 10m lower than usual location, exclusion efficiency for excluding turbid water remained in a reservoir after the end of precipitation. However, the scenario applying dam management data in 1987, exclusion efficiency was relatively low. In the scenario, power-generating water release spot at EL.57m for first four days after the beginning of precipitation, EL.52m for 5th to 8th and EL.42m from 9th days. An analysis of the scenario reveals that both excessive days exceeded 30 NTU and average turbidity levels were decreased comparing before and after the alteration on outlets. The average turbidity levels were decreased by minimum of 55% to maximum of 70% and 30NTU exceeding days were decreased by 45 days at maximum. Also, since it could exclude most of turbid water in a reservoir before the destatifcation, the risk for turbid water evenly distributed in a reservoir along with turn-over could be decreased as well.

비용편익 분석을 통한 소하천유역의 저류조 설치 타당성 분석연구

서세덕,박형근,이승욱 대한토목학회 2016 대한토목학회논문집 Vol.36 No.1

This study aims to analyze the feasibility of installing a storage facility and make recommendations based on a cost-benefit analysis regarding the installation of a storage facility capable of preventing both floods and droughts. The capacity and installation costs are specified for the storage facility necessary to prevent floods, and a cost-benefit analysis is conducted by calculating the costs and benefits for each cost or benefit factor such as loss amounts, recovery costs, and drought prevention. The information can be used as the basic data for suggesting the feasibility of installing a multipurpose storage facility capable of preventing floods and droughts simultaneously. Also, this study expects to utilize its detailed results in a number of different ways including the prediction of loss amounts from natural disasters. 본 연구의 목적은 소하천유역의 홍수와 가뭄 예방을 목적으로 설치하는 저류조에 대하여 비용‧편익분석을 통해 경제적 타당성을 분석하는데 있다. 소하천유역의 홍수예방이 가능한 저류조 용량에 따른 설치비용을 도출하고, 저류조 설치를 통해 도출될 수 있는 편익요소인 피해금액 및 복구금액, 가뭄예방으로 인한 요소별 편익비용을 적용하여 비용·편익분석을 실시하였다. 이는 홍수와 가뭄을 동시에 예방할 수 있는 다목적 저류조 설치의 타당성을 제시하는 기초자료로 활용할 수 있으며, 세부 연구결과로 자연재해의 피해금액 예측 등 다방면으로 활용할 수 있을 것으로기대된다.

해외건설 활성화를 위한 글로벌 건설 엔지니어링 고급인력 양성

서세덕(Seo, Se Deok),박형근(Park, Hyung Keun) 대한토목학회 2017 대한토목학회 학술대회 Vol.2017 No.10

충북대학교 글로벌건설엔지니어링 고급인력 양성

서세덕(Seo, Se Deok),박형근(Park, Hyung Keun) 대한토목학회 2018 대한토목학회 학술대회 Vol.2018 No.10

충청권 지역 교통사고 발생 현황과 도로형태의 상관관계 분석

서세덕(Seo, Se Deok),이승욱(Lee, Seung Wook),박형근(Park, Hyung Keun) 대한토목학회 2016 대한토목학회 학술대회 Vol.2016 No.10

연구논문 : 발전방류구 위치변화에 따른 저수지내 탁수변화 -대청댐을 대상으로-

서세덕 ( Se Deok Seo ),이재일 ( Jae Yil Lee ),하성룡 ( Sung Ryong Ha ) 한국환경영향평가학회 2011 환경영향평가 Vol.20 No.2

In the study, CE-QUAL-W2 model was used and its examination and correction were conducted targeting 2001 and 2003 when the condition of rainfall was contradicted. Using the proved model in 2003, a scenario was implemented with management of locations for dewatering outlets and actual data for dam management in 1987 when inflow and outflow level were almost same. In case of the scenario which the location of dewatering outlets was 5m higher than usual location, exclusion efficiency for turbid water inflow at the beginning of precipitation was good. In case of the scenario which the location of dewatering outlets was 10m lower than usual location, exclusion efficiency for excluding turbid water remained in a reservoir after the end of precipitation. However, the scenario applying dam management data in 1987, exclusion efficiency was relatively low. In the scenario, power-generating water release spot at EL.57m for first four days after the beginning of precipitation, EL.52m for 5th to 8th and EL.42m from 9th days. An analysis of the scenario reveals that both excessive days exceeded 30 NTU and average turbidity levels were decreased comparing before and after the alteration on outlets. The average turbidity levels were decreased by minimum of 55% to maximum of 70% and 30NTU exceeding days were decreased by 45 days at maximum. Also, since it could exclude most of turbid water in a reservoir before the destatifcation, the risk for turbid water evenly distributed in a reservoir along with turn-over could be decreased as well.

충청권 국토교통 지역특성화 기술개발

서세덕(Seo, Se Deok),박형근(Park, Hyung Keun) 대한토목학회 2018 대한토목학회 학술대회 Vol.2018 No.10

공공건설공사 시공평가체계의 개선

박형근,서세덕,Park, Hyeong-Geun,Seo, Se-Deok 한국건설관리학회 2020 한국건설관리학회 논문집 Vol.21 No.2