• Title/Summary/Keyword: Drainage channel

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Use of Sediment Trap to Control Sediment from Alpine Fields (침사구를 이용한 고랭지 유사방지 대책)

  • Choi, Joong-Dae;Choi, Ye-Hwan;Sim, Hyeuk-Ho
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 2003.10a
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    • pp.571-574
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    • 2003
  • Three sediment traps were placed at the toe of sloping fields in the alpine belt of Korea and sediment removal efficiency was estimated. Soil texture of the site was sandy soil and 5 runoff and sediment events were observed during 2002. Sediment was largely affected by both the amount and intensity of rainfall. Especially, rainfall intensity seemed to have profound effect on sediment yield from sloping sandy fields. Sediment removal of the sediments ranged widely from 266 kg/ha to 16,974 kg/ha depending on tillage method, slope and slope length, and amount and intensity of rainfall. Sediment removal efficiency was estimated to be more than 98.8%. It was suggested that rational combination of sediment trap and drainage channel might well contribute to control sediment discharge from alpine sloping fields.

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Hydraulic Model Test and Numerical Analysis of Grass Concrete in River Environment (자연형 호안공법의 그라스콘의 수리모형실험 및 수치해석 연구)

  • Jang, Suk-Hwan;Park, Sung-Bum;Park, Sang-Woo
    • Proceedings of the Korea Water Resources Association Conference
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    • 2007.05a
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    • pp.1244-1248
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    • 2007
  • This study aims at investigating the in situ applying grass concrete system in river environments which widely used nowadays and reviewing the effect and flow resistance for grass concrete structure through the physical experiments by hydraulic model test and developing application method in river bed which has rigid flood resistance. Grass concrete structure has been independently tested under high velocity flow under the super critical condition, as well as sud critical flow measuring velocity and water surface elevation along the cross section. This results shows grass concrete system is also suited to use in aggressive river environments such as repairing a flood damaged embankment that had placed at risk the adjacent drainage channel with vegetation.

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Study on the region selection for the creation of the naturally favorable waterfront area (자연친화적 수변공간조성 지역선정을 위한 연구(농지조성 및 농어촌정비))

  • 김선주;양용석;안민우
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 2000.10a
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    • pp.96-101
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    • 2000
  • Nowadays, everyone emphasis the important of environment. it is found that try to apply using the naturally favorable method when arrange irrigation and drainage channel. But we have no accurate standard of region selection yet. so it is make a many problem. The purpose of this study is the making of standard which is optimal region selection for the creation of the naturally favorable waterfront area. We surveyed data of twenty site in korea where are managed by the KARICO(Korea Agricultural Rural Infrastructure Corporation). We analysed the data using suitable three method(simple adding point method, subjectivity decision method, checklist method) for purpose of this study.

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Research on Damage Identification of Buried Pipeline Based on Fiber Optic Vibration Signal

  • Weihong Lin;Wei Peng;Yong Kong;Zimin Shen;Yuzhou Du;Leihong Zhang;Dawei Zhang
    • Current Optics and Photonics
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    • v.7 no.5
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    • pp.511-517
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    • 2023
  • Pipelines play an important role in urban water supply and drainage, oil and gas transmission, etc. This paper presents a technique for pattern recognition of fiber optic vibration signals collected by a distributed vibration sensing (DVS) system using a deep learning residual network (ResNet). The optical fiber is laid on the pipeline, and the signal is collected by the DVS system and converted into a 64 × 64 single-channel grayscale image. The grayscale image is input into the ResNet to extract features, and finally the K-nearest-neighbors (KNN) algorithm is used to achieve the classification and recognition of pipeline damage.

Identification of Nash Model Parameters Based on Heterogeneity of Drainage Paths (배수경로의 이질성을 기반으로 한 Nash 모형의 매개변수 동정)

  • Choi, Yong-Joon;Kim, Joo-Cheol;Jung, Kwan-Sue
    • Journal of Korea Water Resources Association
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    • v.43 no.1
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    • pp.1-13
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    • 2010
  • For the first time, this study identifies Nash model parameters by GIUH theory based on grid of GIS with heterogeneity of drainage path. Identified parameters have advantages to improve accuracy and usefulness with considering hillslpoe-flow, geomorphological dispersion and easily extracting geomorphological factors by GIS in the watershed. Calculated results by identified parameters compare with observation data for verification of this model. The comparison is well correspondence between observed data and calculated results. And the comparison results of changing trends about lag time and the variance as hillslope and channel characteristic velocities sensitively present changes about hillslope characteristic velocity. Thus this model justifies that estimation of hillslope characteristic velocity demands with the great caution.

The Development of Coupled SWAT-SWMM Model (II) Model Characteristics and Evaluation (SWAT-SWMM 결합모형의 개발 (II) 모형의 특징 및 평가)

  • Kim, Nam-Won;Won, Yoo-Seung
    • Journal of Korea Water Resources Association
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    • v.37 no.7
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    • pp.599-612
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    • 2004
  • The continuous long-term rainfall-runoff simulation model SWAT has the advantage of being able to account for various land use, however, SWAT lacks the capability of simulating the drainage characteristics of urban area. On the other hand, SWMM, which is the most popular model for runoff analysis of urban watershed, has the advantage of being capable of considering surface and drainage characteristics in urban area, but SWMM cannot easily account for land use other than urban area within a watershed. In this study, SWAT-SWMM model, which builds on the strengths of SWAT and SWMM, has been applied to the Osan River Watershed which is a tributary watershed to the Gyung-Ahn River. From the application, the results from coupled SWAT-SWMM model has been compared to the ones from SWAT for each hydrologic component such as evapotranspiration, surface runoff, groundwater flow, and watershed and channel discharge, and the runoff characteristics of two models for each hydrologic component has been discussed.

The Flow Characteristic Variation by Installing a Movable Weir having Water Drainage Equipment on the Bottom (저층수 배출식 가동보 설치에 따른 흐름특성)

  • Choi, Gye-Woon;Byeon, Seong-Joon;Kim, Young-Kyu;Cho, Sang-Uk
    • Journal of the Korean Society of Hazard Mitigation
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    • v.8 no.3
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    • pp.117-122
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    • 2008
  • Generally, water is taken through channels and rivers, in which there are many weirs and structures, which cross rivers and temporally hold up water. But this way has its own shortcomings. It is main reason that the water flows through structures, and backwater come into being. So it causes many water quality problems and some flood side-effects and so on. In this study, among the various movable weirs, we installed bottom-discharged and air pressure movable weir in the experimental channel. And we analyzed flowing influence, which is followed by the angle variation of movable weir. We also make further study the flow characteristic variation followed by installing entrance at the bottom to discharge the bottom water. The analysis result was that installed weir angle was increased, and the discharge also gradually increased. The installed weir angle depended on the water quantity, which can be excluded in the bottom. In case of velocity, there was increased as maximum 21.9 times, according to there is entrance or not at the bottom. And in case of water level, it showed the water level of locally above the average decrease in the upper river of weir.

Development of New Type of Submerged Breakwater for Reducing Mean Water Level behind Structure (배후수위 저감효과를 가진 신기능 잠제의 개발)

  • Hur, Dong-Soo;Lee, Woo-Dong;Goo, Nam-Heon;Jeon, Ho-Seong;Jeong, Yeon-Myeong
    • Journal of Ocean Engineering and Technology
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    • v.31 no.2
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    • pp.130-140
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    • 2017
  • Typically, a submerged breakwater is one of the good scene-friendly coastal structures used to reduce wave energy and coastal erosion. However, sometimes, a submerged breakwater also has a negative aspect in that a strong rip current occurring around an open inlet due to a difference in mean water levels on the front and rear sides of the structure leads to scouring. Such scouring has a bad effect on its stability. In order to eliminate this kind of demerit, this study investigated four new types of submerged breakwaters with drainage channels. First, hydraulic experiments were performed the typical and new structures. Then, the wave height and mean water level distributions around the structures were examined using the experimental results. Finally, it was revealed that the new type of submerged breakwater could efficiently reduce the mean water level on its rear side. In particular, in the case of new-type submerged breakwater 2, an average reduction efficiency of 71.2% for the difference between the mean water levels at the front and rear sides was shown in comparison with the typical one.

Weathering Characteristics of Granitic Grus in Naesung Stream Drainage, Yeongju-Bonghwa Basin, Korean Peninsula (내성천 유역분지인 영주-봉화 분지 화강암 구릉대의 풍화 특색)

  • Kim, Youngrae;Kee, Keundo
    • Journal of The Geomorphological Association of Korea
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    • v.21 no.4
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    • pp.97-108
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    • 2014
  • Naesung stream famous for 'sandy river', a tributary to the Nakdong River, flows through Yeongju-Bonghwa Basin, its drainage. If the dismantlement of granitic hills in basin is in final stage, weathering materials from hills into stream are finer materials like silty or sandy loam than coarse sand, because sand as weathering mantles is provided from granitic hills, in general. So the granitic hills in Yeongju-Bonghwa basin is dissecting present. As a results of the CIA analysis(A-CN-K and A-CNK-FM ternary diagram), chemical weathering of granitic grus in Yeongju-Bonghwa basin is too very weak for calcium and sodium to be dissolved and go as far as to be more weak than that of Jeongeup, Nonsan and Namwon, common granitic grus in Korean Peninsula. Therefore, the chemical characteristics of granitic hills in Yeongju-Bonghwa basin show that the alteration of weathering mantles just finished disintegration and is dissected at a standstill. Plenty of sands provided from granitic hills is filling the channel of Naesung stream.

Analysis on Channel Morphology and Rock Resistance by Difference of Bedrock Types between Upper and Lower Reach (상.하류의 기반암 차이에 따른 하천의 형태와 암석의 저항력 분석)

  • Lee, Gwang-Ryul
    • Journal of the Korean Geographical Society
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    • v.42 no.1 s.118
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    • pp.27-40
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    • 2007
  • The streams evolve to diverse forms influenced by various factors such as rock resistance tectonic process, sediments and discharge. This study focuses on erosion resistance of rocks among these factors. The morphology of plane and longitudinal profile has been analysed in upper and lower reach of 6 streams using GIS; Yeoryong-cheon, Heungjeong-cheon, Duhak-cheon, Daehwa-cheon, Namcheon-cheon, Guryong-cheon, having distinct bedrock types between upper and lower reach. While the basins of granite have gentle slope, low concavity and wide valley area, those of gneiss form steep slope, high concavity and narrow valley area. However, the basins of sedimentary rock make steep slope and high relief in main channel, the other features show some differences in each stream. Among the various morphological features, the indices on slope and concavity of main channel, drainage density, ratio of valley area, average slope and average relief of the basin which have clear differences between rocks in upper and lower reach are calculated to interpret the erosion resistance of rocks in upper and lower reach. As a result, the upper reaches composed of gneiss have the highest erosion resistance, sedimentary rocks in upper and lower reaches show moderate resistance, and granite reaches generally have the lowest resistance except the upper reaches bordered by sedimentary rock.