• Title/Summary/Keyword: River Design

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A Study on Parameters-Calibration for the Tank Model (탱크모형의 매개변수 검정에 관한 연구)

  • Seo, Yeong-Je
    • Journal of Korea Water Resources Association
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    • v.30 no.4
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    • pp.327-334
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    • 1997
  • The purpose of this study is to calibrate the parameters of tank model for the derivation of a design flood hydrograph at a certain river basin outlet. The selected stations are Gongju and Naju station which are located in the Keum and the Youngsan river basin, respectively. The results of parameters calibration for tank model are represented a little different values comparing with the proposed values at Gongju station through the verification of flood hydrograph in modeling procedure but the values of tank parameters at Naju station are fitted well for the derivation of flood hydrograph using the proposed design parameters of tank model.

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Analysis of Physical Disturbance according to Optimizing of Low-Flow Channel Width for Stable Channel Design and Physical Habitat Improvement (안정하도 설계와 어류서식처 개선을 위한 저수로 폭의 최적화에 따른 물리적 교란 분석)

  • Choi, Seung Je;Lee, Woong Hee;Choi, Heung Sik
    • Proceedings of the Korea Water Resources Association Conference
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    • 2017.05a
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    • pp.290-290
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    • 2017
  • 본 연구는 안정하도 설계를 위해 대상구간으로 원주천 16 km, 20개 횡단면에 대하여 SCAD(Stable Channel Analysis Design)를 이용한 안정하폭 평가를 실시하였다. 안정하폭은 하폭이 증가와 감소로 20%의 허용범위를 적용하였다. 안정하폭의 설계와 물리서식처의 개선을 위해 저수로 폭의 최적 설계를 제시하기 위해 유전자알고리즘을 이용하였다. 물리서식처 개선은 원주천의 하천환경조사와 어류의 군집특성을 이용하여 수중생태계를 대표 할 수 있는 복원 목표어종으로 참갈겨니를 선택하였다. 참갈겨니의 서식적합지수 (HSI, Habitat Suitability Index)를 사용한 서식 적합도 분석은 River2D 모형을 이용하였다. 그에 따라 안정하도 설계와 물리서식처의 개선을 위한 각 단면의 최적 저수로 폭을 제시하였다. 개선된 하천구조에 대한 물리적 교란개선 평가를 실시하였다. 대산구간을 40개 구간으로 분할하여 각 구간의 물리적 교란개선 평가를 수행하여 안정하도 설계와 물리서식처 개선을 위한 하천구조의 개선에 따른 물리적 교란 양상을 평가 분석하였다.

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QUALITY MANAGEMENT OF ECOLOGICAL ENGINEERING

  • Ying-Mei Cheng;Been-Jyh Yu
    • International conference on construction engineering and project management
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    • 2009.05a
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    • pp.1216-1222
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    • 2009
  • Ecological Engineering (EE) refers to all sustainable engineering that can reduce damage to ecosystems and that adopts ecology as a base and safety as an orientation in order to implement conservation of biodiversity and sustainable development. In short, EE attempts to safeguard the ecological environment while any essential construction projects proceed. EE encompasses many fields, including construction skills, ecosystem preservation, landscape, and even related cultures and so on. Such variety results in greater complexity of construction, and, consequently, indirectly increases the difficulty of construction quality control. The objective of our research is to explore a promising model for EE via an extensive literature survey. This model includes three principal stages: plan-design, construction, and maintenance, along with individual accompanying phases concerned with quality control and vital management. In this article, a river restoration example is adopted to describe in detail the critical points of quality control in the three stages (plan-design, construction, and maintenance) of the construction life cycle. This study proposes an integrated structure for quality management of EE to guarantee its quality and to enhance its core applications in order to achieve long-lasting preservation of the environment.

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Temporal-Spatial Variations of Water Quality Level and Water Quality Index on the Living Environmental Standards in the West Nakdong River (서낙동강에서 생활환경기준을 적용한 수질등급 및 수질지수의 시·공간 변동 분석)

  • Park, Kyeong-deok;Kang, Dong-hwan;So, Yoon Hwan;Kim, Il-kyu
    • Journal of Environmental Science International
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    • v.28 no.12
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    • pp.1071-1083
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    • 2019
  • In this study, water quality levels were classified and water quality indices were calculated and analysed by using the water quality components of living environmental standards monitored 10 years (2008 ~ 2017) at four stations in the West Nakdong River. As a result of analyzing the monthly variation of the water quality components of the living environmental standards, the water quality in the West Nakdong River was worse downstream than upstream, and pollution at the WNR3 located in the downstream of the Jomangang was the most serious. As a result of classification of water quality levels, BOD and COD levels were the lowest, so water quality pollution in the West Nakdong River was found to be highly influenced by organic matters. The water quality index was the lowest in July and August at four stations, so water quality is showing the worst in summer. As a result of analyzing the correlation between the water quality components and the water quality index, the correlation between the TOC and the water quality index was high in the four stations, and the water quality index in the West Nakdong River was dominated by organic matters and nutrients.

A Suggestion of Formulae to Calculate Sectional Tractive Force on the Slope of Cohesive River Bank and its Application (점착성 제방사면의 구간별 소류력 산정식 제안 및 적용)

  • Han, Man-Shin;Choi, Gye-Woon
    • Journal of Korea Water Resources Association
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    • v.45 no.6
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    • pp.583-596
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    • 2012
  • The revetment is a installed structure on the slope of river bank to protect against flowing. Through the design standards of domestic and overseas, the maximum tractive force is calculated and applied to the average concept on the slope of river bank. In the case of calculating the method of permissible tractive force on the slope of river bank, there is a need to consider soil sliding. In this study, suggested the tractive force formulae by section of adhesion that have 0 < ${\Phi}$ < $90^{\circ}$ slope of river bank and installed an open channel of length of 20 m and 2 m wide for calculating permissible tractive force and hydraulic model experimented with changing discharge. According to the results, the calculated permissible tractive force of section on the slope is the largest due to the significant effects of surface roughness of different revetment materials. In addition, the permissible tractive force increased in the presence of vegetation but has no the effect by vegetation density.

Rainfall Variations in the Nam River Dam Basin (남강댐 유역에 있어서 강우분포의 변화)

  • 박준일
    • Water for future
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    • v.28 no.1
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    • pp.91-106
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    • 1995
  • An investigation into the rainfall variability in time and space in the Nam River dam basin of Korea was made with use of the coefficient of variation and the correlation coefficient. The Nam River dam basin is a small mountainous watershed where the wind direction and orography are the dominant influences on the pattern and distribution of rainfall. It was found that the characteristics of rainfall distribution vary with elevation, position, wind direction. And in the three directions considered, it was found that there is the related formulation dependent on the distance between two stations. The resultrs of this study on the temporal and spatial characteristics of rainfall can be used in the design of raingauge networks, hydrological forecasting, and so on in the Nam River dam basin.

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A Study on the Park Using Pattern Focusing on user Behavior in River-eco-park (하천생태공원 이용자의 이용행태에 따른 시설이용패턴에 관한 연구)

  • Back, Jun Wook;Park, Jong Min;Kim, Jong Gu
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.33 no.5
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    • pp.2157-2168
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    • 2013
  • This study is about facilities using pattern for 'River-eco-park' that is Hwa-myeong Eco-park, Sam-rak Eco-park, Maek-do Eco-park. Through doing surveys, most patterns could be divided 5 patterns; 'Eco observation facility pattern', 'Promenade pattern', 'Bike path pattern', 'Sports facility pattern', 'Fitness center pattern'. Then we find channel of movement of user patterns by follow-up surveys. On the basis of this surveys, we are going to suggest some directions for River-eco-park design.

Determination of Effective Rainfall by US SCS Method and Regression Analysis (SCS방법 및 회귀분석에 의한 유출 강우량 결정)

  • 선우중호;윤용남
    • Water for future
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    • v.10 no.2
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    • pp.101-111
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    • 1977
  • The analysis performed here is aimed to increase the familiarity of hydrologic process especially for the small basins which are densely gaged. Kyung An and Mu Shim river basins are selected as a represectative basin according to the criteria which UNESCO has establisheed back in 1964 and being operated under the auspice of Ministry of Construction. The data exerted from these basins is utilized for the determination of the characteristics of precipitation and runoff phenomena for the small basin, which is considerred as a typical Korean samll watershed. The methodology developed by Soil Conservation Service, USA for determination of runoff value from precipitation is applied to find the suitability of the method to Korean River Basin. The soil cover complex number or runoff curve number was determined by considering the type of soil, soil cover, land use and other factor such as antecent moisture content. The averag values of CN for Kyung An and Mushim river basins were found to be 63.9 and 63.1 under AMC II, however, the values obtained from soil cover complex was less than those from total precipitation and effective precicpitation by 10-30%. It may be worth to note that an attention has to be paid in the application of SCS method lo Korean river basin by adjusting 10-30% increase to the value obtained from soil cover complex. Finally, the design flood hydrograph was consturcted by employing unit hydrograph technique to the dimensionless mass curve. Also a stepwise multiple regression was performed to find the relationship between runoff and API, evapotranspiration rate, 5 days antecedent precipitation and daily temperature.

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Strength characteristics of cemented sand of Nak-dong river (낙동강유역 시멘트혼합토의 강도특성)

  • Kim, Young-Su;Jeong, Woo-Seob;Kim, Ki-Young;Lee, Sang-Woong
    • Proceedings of the Korean Geotechical Society Conference
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    • 2006.03a
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    • pp.808-817
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    • 2006
  • There were huge damages of human beings and their properties in many areas of the basin of the Nak-Dong river by the unusual weather and the localized downpour recently. In this research against disasters, we want to know the special quality of strength of the cemented sand that is mixed with cement and poor-graded sand which is the materials of riverbed in the basin of the Nak-Dong river as levee's material. For that, we want to provide the fundamental data which need in the examination of adaptation of levee's material, design and analysis by investigating compressive strength by curing period and cement ratio, elastic modulus and stress by transformation from compaction test, CBR test, unconfined compression test, triaxial compression test as changing ratio of sand and cement from 2% to 8% at two points in the basin of the Nak-Dong river.

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Mobile MGIS Study for the Seomjin River Estuary (섬진강 하구역 Mobile MGIS 구축 연구)

  • PARK, Sang-Woo;KIM, Jung-Hyun;KIM, Jong-Kyu
    • Journal of Fisheries and Marine Sciences Education
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    • v.28 no.1
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    • pp.172-179
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    • 2016
  • The study of Mobile MGIS (Marine Geographic Information System) based on the Android Mobile Platform is mainly performed on effective methodologies which transform real world data to computing world data. Mobile GUI system has its own target on reliable data service by acquisition of geometric information using EFDC (Environmental Fluid Dynamics Code) Model, accurate measurement and graphical visualization. Even simple visualizations can aid in the interpretation of complex hydrodynamic relationships that are frequently encountered in the marine environment. The Mobile MGIS provides an easy way for hydrodynamics geoscientists to construct complex visualizations that can be viewed with free software. This study proposes a Mobile GUI MGIS using EFDC Model result of Seomjin River estuary. Finally, we design a Seomjin River estuarine Coastal Waters Mobile MGIS integrating above data models. It must adds more ecological information and the various service item for approach more easily in order to user.