• Title/Summary/Keyword: River Plan

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The Plan & Design for Through Plate Girder Bridge of Variable Section (변단면 하로판형교의 계획 및 설계)

  • Min, Young-Taek;Kim, Sung-Yeol;Ko, Seung-Young;Kim, Young-Sang
    • Proceedings of the KSR Conference
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    • 2006.11b
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    • pp.530-537
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    • 2006
  • Recently, the railroad route plan is trying to minimize the damage of the local resident which is caused by railroad construction. For this reason, reducing the banking height of soil roadbed, lowering the bridge girder height of a solid intersection and a part of cross river, the through bridge type which can achieve a required span length must apply. The representative through bridges of railroad are arch bridges, truss bridges and plate girder bridges, the through plate girder bridge of variable section can apply that the span length of these bridges is about $30{\sim}50m$, namely, middle span length bridge types, and that can satisfy structural capacity and beauty of railroad at the same time. This paper introduces plan and design process of the Su-eo cheon bridge applied by a through plate girder bridge type of the Jinju-Gwangyang double track 6th construction ordered at Korea Rail network Authority in 2005.

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Establishment of Role Between Central and Local Government for Implementation of Total Maximum Daily Load (수질오염총량관리제 시행에 있어서 중앙정부와 지방자치단체 간 역할정립)

  • Yi, Sang-Jin
    • Journal of Korean Society of Environmental Engineers
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    • v.33 no.5
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    • pp.378-383
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    • 2011
  • The policy of total maximum daily load (TMDL) was adopted to manage water pollutants so as to keep the total amount of pollutants in the watersheds within established target water quality. While the TMDL was implemented in all four major river basins, various problems occurred. Even though the corrections for problems were conducted, the role between central and local government was not established exactly. This study was presented to suggest a role between central and local governments for effective implementation of TMDL. When the central government establishes the environmental criteria with water quality standards and pollutants in the main rivers, the local government should establish the level of target pollutants in the watershed. Also, the local government should be continuously implementing the water quality and flowrate monitoring of the tributaries to find out the degree of water quality improvement in the tributaries. Especially, the basic plan of TMDL for the whole watershed should be established by the river basin environmental office at the central government. The local government should be established the implementation plan of TMDL for the watershed where exceeds the established target water quality. The performance assessment of TMDL should be implemented every year to the water quality and flowrate monitoring of the tributaries for satisfaction assessment of target water quality in the watershed by the lower-lever government. The performance assessment report of TMDL included with an analysis of causes for the excess water quality in the watershed should be submitted to the river basin environmental office at the end of the TMDL planning period.

Flood Stage Evaluation for Vegetated Models in River Scales (하천규모에 따른 식생모델의 홍수위 검토)

  • Lee, Jong-Seok;Kim, Byeong-Chan
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.30 no.5B
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    • pp.509-518
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    • 2010
  • This study aims to evaluate for flood stage on vegetated patterns by clearance space rate (CSR) using the numerical models divided into large, medium and small river in river scales with watershed area or design flood discharge. Using the HEC-RAS (1D) and RMA-2 (2D) numerical models, evaluated results of the design flood stages before vegetated modeling of these rivers which CSR in the 1D are obtained over 100% at all points in large river and medium river of except upper part 2 sections, but small river is showed about average 46.0%. It is judge that evaluated results in the 2D are obtained average 101.5% in large river, 96.7% in medium river, 71.1% in small, respectively and because of 1D mainly used to formulate of the river's master plan. However, after vegetated modeling, CSR in case of 1D showed with 91.8% in large river, 74.2% and 38.3% in medium and small rivers, respectively and 2D showed with 95.5% in large river, 86.72 and 37.0% in medium and small rivers, respectively. It is estimate that evaluated results using the 2 numerical models by the vegetated modeling are less affected the CSR for large river in a large area more than the cross section area in medium and small rivers.

Analysis of drainage structure for river basin on the basis of power law distribution (멱함수 법칙분포를 기반으로 한 유역의 배수구조에 대한 해석)

  • Kim, Joo-Cheol;Kang, Heeseung;Jung, Kwansue
    • Journal of Korea Water Resources Association
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    • v.49 no.6
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    • pp.495-507
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    • 2016
  • This study aims at hydrologically demonstrating the universality of power law distribution by analyzing runoff aggregation structures of river basins. Power law distribution is fitted to cumulative drainage area of basins of interest by maximum likelihood, which results in the power law exponents. And then those exponents are assessed in terms of the shape of catchment plan-form. As a main result all of the basins in this study have similar distributions of catchment area. The exponents from this study tend to be higher than the ones from previous researches reflecting self-similar property of the catchment plan-forms of interest. Further study is required about the universality of power law distribution by means of the more realistic flow routing scheme within the framework of DEM.

Evaluation of Water Quality Goal and Load Allocation Achievement Ratio in Guem River Total Maximum Daily Loads for the 1st Phase (금강수계 1단계 수질오염총량관리제의 목표수질 및 할당부하량 달성도 평가)

  • Park, Jae Hong;Oh, Seung Young;Lee, Jae Kwan
    • Journal of Korean Society on Water Environment
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    • v.28 no.6
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    • pp.859-865
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    • 2012
  • It is necessary to evaluate performances hitherto carried out in the management of Total Maximum Daily Loads (TMDLs) and to set up direction so that this system can be improved continuously in the future. This study was investigated load allocation achievement ratio, water quality goal achievement ratio and interrelation between water quality goal and load allocation for the first period (2004~2010). Load allocation achievement and BOD water quality goal achievement ratio were 50% and 73% in Guem River Basin, respectively. The main reason for excess of load allocation and shortfall of water quality goal were unfulfilled reduction plan and pollution sources increment. Therefore, it is necessary to develop enhanced pollution sources prediction method and make a list realizable reduction plan. 63% of the unit watershed was not interrelation between water quality goal and load allocation. The reason why water quality goal and load allocation had not correlation were water quality of upper unit watershed, increment of inflow quantity, effluent water quality of wastewater treatment plant affected the unit watershed, increment of inner productivity by algae, water quality deterioration during the specific period, river management flow, etc.

Re-evaluation of comprehensive flood management plan for the Yeongsan river basin using Robust Decision Making (로버스트 의사결정을 이용한 영산강유역 종합치수계획 재평가)

  • Kang, Dong-Heon;Kim, Young-Oh;Park, Junehyeong
    • Journal of Korea Water Resources Association
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    • v.50 no.2
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    • pp.99-109
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    • 2017
  • This research adopted a Robust Decision Making framework to re-evaluate four alternative strategies proposed by the Comprehensive Flood Management Plan for the Yeongsan River Basin report (MLTM, 2005) considering uncertainties of future floods under condition of climate change. To reflect the uncertainties, multiple sets of future flood scenarios were used with three uncertainty factors: the change in rainfall intensity based on the RCP climate change scenarios and the changes in the temporal and the spatial flood distributions. With combinations of these factors, 216 plausible flood scenario sets were generated and the performances of the four alternatives under different future states were evaluated. From the results, the most robust alternative among the strategies was identified. Moreover, the key factors which made the tested alternatives poor were discovered through assessment of the uncertainty factors. This information can provide detailed insights to decision makers and can be utilized to overcome alternatives' potential vulnerabilities by modifying the strategy to be more robust.

Estimation of low impact development duration of estuaries at urban area (도시 유역에 위치한 하구를 구성하는 하천의 저영향 개발 기간 산정)

  • Jeong, Anchul;Lim, Jeongcheol;Kim, Songhyun;Baek, Chungyeol
    • Journal of Wetlands Research
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    • v.21 no.4
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    • pp.290-297
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    • 2019
  • The estuary is a transition zone where fresh water and salt water meet because the stream is connected to the open sea area. So estuaries have very high biodiversity and form a unique ecosystem. However, before the recognition of the ecological value of the estuaries, various damage and disturbances have been occurred so countermeasures are needed. The river master plan is acting as a disturbance factor. However, the river master plan has the public object such as water disaster defense, river function improvement, and national water resources management. Therefore, it is necessary to study the ways in which the opposite relationship of development and ecosystem protection coexist. In this study, the concept of environmental windows were used to estimate the low impact development duration. We expected that proposed method for low impact development duration estimation can be used as a basis and basic data to protected the ecosystem from development project and disturbance in the future.

Development and Application of a Model for Restoring a Vegetation Belt to Buffer Pollutant Discharge (수질 오염물질 배출저감을 위한 완충식생 복원 모델 개발)

  • An, Ji Hong;Lim, Chi Hong;Lim, Yun Kyung;Nam, Kyeong Bae;Pi, Jung Hun;Moon, Jeong Sook;Bang, Je Yong;Lee, Chang Seok
    • Journal of Korean Society on Water Environment
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    • v.32 no.2
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    • pp.205-215
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    • 2016
  • In order to improve water quality in the Paldang Lake, a riparian vegetation belt, treatment wetland, and artificial floating island were designed for introduction in the upland field, the estuary of tributaries, and the section of water facing mountainous land, respectively. We synthesized vegetation information collected from a reference river and found that herbaceous, shrubby, and tree vegetation zones tended to be dominated by Phragmites japonica, Phalaris arundinacea, etc.; Salix gracilistyla, S. integra, etc.; and S. koreensis, S. subfragilis, and Morus alba, respectively. In our plan, the herbaceous vegetation zone, which is established on floodplains with a high frequency of disturbance, will be left in its natural state. A shrubby vegetation zone will be created by imitating the species composition of the reference river in the ecotone between floodplain and embankment. A tree vegetation zone will be created by imitating species composition on the embankment slope. In the treatment wetland, we plan to create emerged and softwood plant zones by imitating the species composition of the Zizania latifolia community, the Typha orientalis community, the P. communis community, the S. integra community, and the S. koreensis community. The floating island will be created by restoring Z. latifolia and T. orientalis for water purification purposes.

The Inundation Simulation for Inland by River Hydraulic Structures (하천 수리구조물에 의한 제내지 침수모의)

  • Choo, Tai-Ho;Yoon, Hyeon-Cheol;Noh, Hyun-Suk;Yun, Gwan-Seon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.15 no.4
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    • pp.2460-2468
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    • 2014
  • A local rain that is concentrated in specific area in a short time frequently occurs due to recent abnormal weather. To prevent potential flood disasters, therefore, it is necessary to be established to the flood control system. Checking the river design standard, however, hydrologic design frequency of water gate is only marked as over 20 years, so this fact shows that the standard is unclear. The inland inundation modeling considering the stage in a river and quantitative assessment are required to reduce flood damage. The simulation for internal inundation is very complex and is time-consuming due to considering hydraulic hydrology characteristics at the same time. Using the already established river master plan, consequently, this study proposed the simple and convenient method for assessment of the internal inundation simulation. Using the proposed method in the upper and middle regions of a river, influences for design frequency or water gate location were assessed by applying the nine probability precipitation with design frequency and by targeting the water gates which are installed in five inlands.

A Study on Exploring Accumulation Zone and Composition Investigation of Floating Debris in Nakdong River Basin (낙동강 유역 부유쓰레기의 집적 구간 탐색 및 성상 조사 연구)

  • JANG, Seon-Woong;KIM, Dae-Hyun;CHUNG, Yong-Hyun;YOON, Hong-Joo
    • Journal of the Korean Association of Geographic Information Studies
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    • v.18 no.2
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    • pp.45-58
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    • 2015
  • The aim of this study is to find out major accumulation zones through field survey and moving route tracking trials on floating debris of Nakdong River. It also identified composition and accumulated amount of the floating debris by sample survey for accumulation zones. As a result, total 5 accumulation zones were selected from the midstream and downstream of the Nakdong River. There was a large amount of floating debris, including vegetation debris, in the accumulation zones. And two accumulation zones located in the downstream region, it is much more likely to flow into the ocean along river. From the sample survey on the major accumulation zones, more than $40{\ell}$ of floating debris were collected including vegetation and artificial debris. As a result of composition analysis for artificial debris, plastic(49%) and styrofoam(36%) were the majority in number. The present study is expected to help to plan an efficient pre-collecting activity and to reduce floating debris flowing into the ocean from the Nakdong River.