• Title/Summary/Keyword: 산지지형

Search Result 483, Processing Time 0.032 seconds

Effect of Outside Wall for Manning's roughness in Steep Curved Channel (급경사 만곡수로의 Manning 조도계수에 대한 외측벽면의 영향)

  • Park, Sang-Deog;Ji, Min-Gyu;Lee, Seung-Kyu;Nam, A-Reum;Shin, Seung-Suk
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2011.05a
    • /
    • pp.83-87
    • /
    • 2011
  • 산지하천은 지형 및 지질적인 요인으로 경사가 급하고 만곡수충부가 많이 발달되어 있기 때문에 홍수시 수충부에서 호안파괴의 문제가 많이 발생한다. 본 연구에서는 급경사 만곡수로의 외측 벽면에 돌출줄눈을 설치할 때 조도계수에 미치는 영향을 조사하였다. 실험유량은 $100{\ell}/s$, $120{\ell}/s$, $140{\ell}/s$이고, 수로경사는 1/50으로 고정하였다. 모든 구간에서 돌출줄눈의 영향으로 약 5-63%의 조도계수 변화가 발생하였다. 상대적으로 유량이 많을 때 외측벽면조도에 의한 조도계수의 증가는 더 크다. 이는 급경사 만곡수충부의 조도계수가 돌출줄눈에 의하여 제어될 수 있음을 나타내는 것이다.

  • PDF

Operation of Sum River Experimental Watershed in 2003 (2003년 섬강 시험 유역의 운영)

  • Kim, Sung Hoon;Choi, Hung Sik;Kim, Sang Ho;Lee, Pil Jin
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2004.05b
    • /
    • pp.578-583
    • /
    • 2004
  • 수자원 계획 및 관리에서 가장 중요한 요소는 우량, 하천 수위, 유량 등과 같은 기포 수문자료이다. 이들 자료는 신뢰성을 바탕으로 지속적인 관측에 의한 장기적인 수문자료로 축적되어야 한다. 본 연구에서는 강원도 횡성군의 남한강 제1지류인 섬강의 상류에 위치한 계천 유역과 같은 산지지형에 대한 시험유역의 운영을 통하여 신뢰성 있는 고품질의 산간유역 수문자료를 지속적으로 확보하고자 한다 이를 위해 우량자료는 지점별로 10분 및 1시간 간격으로, 수위자료는 10분 간격으로 관측을 실시하고 있다. 또한 수위관측소에 대한 정기적인 유량측정을 실시하였으며, 이에 대한 불확실도 분석을 실시하여 자료에 대한 신뢰도를 검증하였다. 이를 토대로 각 지점별 수위-유량관계곡선을 개발하였으며, 이때 홍수로 인한 하상변화를 고려하여 자료에 대한 기간분리와 저수위 및 고수위에 대한 구간분리를 실시하였다. 이와 같이 축적된 수문자료들은 산간유역의 물 순환 해석을 위한 기초자료로 활용될 것으로 기대한다.

  • PDF

Operation of Seom River Experimental Watershed in 2009 (2009년 섬강 시험유역의 운영)

  • Choi, Heung-Sik;Youn, Moon-Sang
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2010.05a
    • /
    • pp.1486-1490
    • /
    • 2010
  • 본 연구는 강원도 횡성군의 남한강 제1지류인 섬강의 횡성댐 상류 계천에 위치한 시험유역으로 남한강 상류 산지지형 시험유역으로 이유역의 운영을 통하여 신뢰성 있는 고품질의 산간유역 수문자료의 지속적 확보이다. 2001년부터 10년 동안 시험유역이 운영되어오면서 강우관측소 3곳, 수위 관측소 3곳(농거리, 매일, 소군), 지하수 및 토양수분 측정소 5곳의 자료를 구축하고 있다. 유역의 토양 이용 현황은 삼림이 90 %, 경작지 10 %로 이루어져 있으며, 면적 $164.81km^2$, 유로연장 22.4km, 평균경사 5.97%를 지니고 있다. 고품질을 보장하고 좋은 데이터를 얻기 위하여 불확실도 분석을 실시하고, 개발된 수위-유량곡선을 통하여 시계열 수위를 유량으로 환산하였다. 아울러 수문순환 성분의 분석을 위하여 토양수분 및 지하수위를 측정하여 강우-유출해석, 수문특성 분석 등을 실시하였다. 측정된 자료는 웹사이트와 CD로 제공된다. 구축된 각종 자료는 수문 및 수리의 정량적 순환구조의 이해와 모델개발의 검정 및 검증 기반의 자료를 구축하여 산간유역의 폭 넓은 물 순환해석을 위한 기초자료로 활용될 것이다.

  • PDF

Analyzing runoff load of NPS for rainfall event in Hongje basin (홍제천 유역 강우시 비점오염 유출부하 분석)

  • Ho Jong-Kwang;Oh Kyung-Seok;Hwang Byung-Gi
    • Proceedings of the KAIS Fall Conference
    • /
    • 2004.11a
    • /
    • pp.306-309
    • /
    • 2004
  • 홍제천 유역의 비점오염원 유출부하를 분석하기 위해 강우시 하천 유량 및 수질 발생 특성, 유출고 및 유출계수 분석, 비점오염원 유출부하특성 및 원단위 산정 등에 대하여 연구하였다. 유량 및 유량가중평균농도의 경우 각 조사 시기별 강우사상에 많은 영향을 받아 크게 증가하였다가 감소하는 경향을 나타내고 있으며, 강우 1차$\~$3차 조사시기 동안 상류에서 하류로 유하 할수록 농도의 변화가 일정하지 않은 것으로 나타났다. 지점별 유출계수를 살펴보면, 구기천 및 신영천 유역 중 투수층인 산지지형이 넓게 분포되어 있어 유출계수가 낮게 산정되었으며, 구간별 배수구역 면적을 고려한 강우시 비점오염원 부하를 산정한 결과를 살펴보면 SS의 유출부하가 높게 나타나 부유물질의 주된 성분이 생물학적으로 분해 가능한 성분이기보다는 하상 퇴적물질 및 생물학적으로 난분해성 유기물질일 것으로 사료된다.

  • PDF

최근 한국 산맥 쟁점들에 대한 토의

  • Jo, Hwa-Ryong
    • Proceedings of the KGS Conference
    • /
    • 2005.05a
    • /
    • pp.195-196
    • /
    • 2005
  • 본 연구는 산경표에 기초한 최근 한국 산맥논의를 검토하였다. 산경표는 풍수지리학에 기초를 둔 우리나라 전통 산맥 체계로 분수계 체계이다. 이 체계에 기초를 둔 논의들은 하천이 산맥을 절단하고 있는 것을 받아드리지 못하며, 이 체계의 중심 맥인 백두대간은 많은 기원이 다른 산맥들을 연결하여 이름하고 있다. 지형학에서 산맥은 구조 운동이나 차별 침식의 결과로 형성된 산지의 선적 배열이다. 같은 원인에 의하여 형성된 산지의 선적 배열을 하나의 산맥으로 이름을 부여하고, 형성 원인이 다르거나 방향성이 다른 것을 합쳐서 하나의 산맥으로 이름 하지 않는다. 지형학에서 정의되는 산맥은 선행 하천에 의해 절단될 수 있고, 분수계 이동 현상도 일어나기 때문에 산맥이 분수계와 일치하는 것은 아니다. 따라서 백두대간이란 이름은 우리나라의 상징성을 표현할 때 사용하고, 교과서에서는 우리나라의 지형을 설명할 때는 기존의 산맥체계를 사용해야 할 것으로 본다.

  • PDF

The Study on the Debris Slope Landform in the Southern Taebaek Mountains (태백산맥 남부산지의 암설사면지형)

  • Jeon, Young-Gweon
    • Journal of the Korean Geographical Society
    • /
    • v.28 no.2
    • /
    • pp.77-98
    • /
    • 1993
  • The intent of this study is to analyze the characteristics of distribution, patter, and deposits of the exposed debris slope landform by aerial photography interpretation, measure-ment on the topographical maps and field surveys in the southern part Taebaek mountains. It also aims to research the arrangement types of mountain slope and the landform development of debris slopes in this area. In conclusion, main observations can be summed up as follows. 1. The distribution characteristics 1)From the viewpoint of bedrocks, the distribution density of talus is high in case of the bedrock with high density of joints, sheeting structures and hard rocks, but that of the block stream is high in case of intrusive rocks with the talus line. 2)From the viewpoint of bedrocks, the distribution density of talus is high in case of the bedrock with high density of joints, sheeting structures and hard rocks, but that of the block stream is high in case of inrtusive rocks with the talus line. 2) From the viewpoint of distribution altitude, talus is mainly distributed in the 301~500 meters part above the sea level, while the block stream is distributed in the 101~300 meters part. 3) From the viewpoint of slope oriention, the distribution density of talus on the slope facing the south(S, SE, SW) is a little higher than that of talus on the slope facing the north(N, NE, NW). 2. The Pattern Characteristics 1) The tongue-shaped type among the four types is the most in number. 2) The average length of talus slope is 99 meters, especially that of talus composed of hornfels or granodiorite is longer. Foth the former is easy to make free face; the latter is easdy to produce round stones. The average length of block stream slope is 145 meters, the longest of all is one km(granodiorite). 3) The gradient of talus slope is 20~45${^\circ}$, most of them 26-30${^\croc}$; but talus composed of intrusive rocks is gentle. 4) The slope pattern of talus shows concave slope, which means readjustment of constituent debris. Some of the block stream slope patterns show concave slope at the upper slope and the lower slope, but convex slope at the middle slope; others have uneven slope. 3. The deposit characteristics 1) The average length of constituent debris is 48~172 centimeters in diameter, the sorting of debris is not bad without matrix. That of block stream is longer than that of talus; this difference of debris average diameter is funda-mentally caused by joint space of bedrocks. 2) The shape of constituent debris in talus is mainly angular, but that of the debris composed of intrusive rocks is sub-angular. The shape of constituent debris in block stream is mainly sub-roundl. 3) IN case dof talus, debris diameter is generally increasing with downward slope, but some of them are disordered and the debris diameter of the sides are larger than that of the middle part on a landform surface. In block stream, debris diameter variation is perpendicularly disordered, and the debris diameter of the middle part is generally larger than that of the sides on a landform surface. 4)The long axis orientation of debris is a not bad at the lower part of the slope in talus (only 2 of 6 talus). In block stream(2 of 3), one is good in sorting; another is not bad. The researcher thinks that the latter was caused by the collapse of constituent debris. 5) Most debris were weathered and some are secondly weathered in situ, but talus composed of fresh debris is developing. 4. The landform development of debris slopes and the arrangement types of the mountain slope 1) The formation and development period of talus is divided into two periods. The first period is formation period of talus9the last glacial period), the second period is adjustment period(postglacial age). And that of block stream is divided into three periods: the first period is production period of blocks(tertiary, interglacial period), the second formation period of block stream(the last glacial period), and the third adjustment period of block stream(postglacialage). 2) The arrangement types of mountain slope are divided into six types in this research area, which are as follows. Type I; high level convex slope-free face-talus-block stream-alluvial surface Type II: high level convex slope-free face-talus-alluvial surface Type III: free face-talus-block stream-all-uvial surface Type IV: free face-talus-alluval surface Type V: talus-alluval surface Type VI: block stream-alluvial surface Particularly, type IV id\s basic type of all; others are modified ones.

  • PDF

A Phytosociological Comparison of Forest Vegetation between Igneous and Sedimentary Rock Areas in Kyungpook Province, South Korea (경북 일원의 화성암 산지와 퇴적암 산지의 삼림식생에 대한 식생학적 비교)

  • 제갈재철;김종원
    • The Korean Journal of Ecology
    • /
    • v.26 no.1
    • /
    • pp.23-28
    • /
    • 2003
  • In order to identify plant species and communities characteristic of lithospheric condition, forest vegetations of igneous(mainly granite) and sedimentary(mainly sandstone) areas in Kyungpook province were compared. We collected 108 phytosociological releves from the older forests over 20 years old. 444 vascular plant species and 25 plant communities were identified. Results of Principal Coordinates Analysis (PCA) indicated that lithospheric conditions and human impacts were the most important factors related to the plant community diversity and species richness. In the igneous rock areas net contribution degree (rNCD) of 139 species including Quercus serrata, Q. mongolica, Lindera obtusiloba and Fraxinus sieboldiana increased and those of Carpinus laxiflora and Styrax japonica decreased. In the sedimentary rock areas, to a lesser extent, 96 species including Q. aliena, Zanthoxylum schinifolium, Potentilla fragarioides var. major, Rhus javanica, and Plectranthus japonicus increased, whereas character species of Lindero-Quercion mongolicae such as Q. mongolica, Q. serrata, Rhododendron schlippenbachii, Acer mono and Styrax obassia decreased, and particularily the species Sasa borealis, the Alangium-Zelkova serrata community and the Philadelphus-Fraxinus mandshurica community were absent. The vegetation of sedimentary rock area is characterized as a regional type shaping dwarf pine forests and sparse and light broad-leaved forests.

The Distribution of Snowfall by Siberian High in the Honam Region - Emphasized on the Westward Region of the Noryung mountain ranges - (시베리아 고기압 확장시 호남 지방의 강설 분포 - 노령 산맥 서사면 지역을 중심으로 -)

  • 이승호;천재호
    • Journal of the Korean Geographical Society
    • /
    • v.38 no.2
    • /
    • pp.173-183
    • /
    • 2003
  • This study aims to understand the patterns of spatial distribution of snowfall by Siberian High in the Honam region in Korea. In the Honam region, Siberian High induces snowfall dominantly. There is a huge amount of snowfall in the westward of the Noryung mountain ranges to the Wert coast in the Honam region affected by northwesterly wind directly from the Siberian High. The westward of the Noryung mountain ranges such as a heavy snowfall region has a various pattern of distribution of snowfall due to topography. The coast region has a large amount of snowfall by sea effect. And, snowfall amount is decreased from the coast to the inland plain. However, in front of mountain, snowfall is increase by reason of a forced ascending air to the mountain. In general the region where frequently appear a cumuliform cloud has a large amount of snowfall. A cumuliform cloud is frequent in the mountainous region in inland, the coast, and the inland plain in order Snowfall is intense in the coast and the mountainous region, and weak in the inland plain. In the mountainous region, a cumuliform cloud induced tv a forced ascending air by reason of topography generates snowfall mostly. This fact is the main difference with snowfall in the mountainous region and the coast region. In the result, in the Honam region, snowfall distribution and snowfall pattern are various, according to geographical climate factor such as sea and topography. The heavy snowfall region in the Honam region is divided into the coast region affected by sea effect and the mountainous region affected by topography effect.

A Study on Detection and Monitoring in land creeping area by Using the UAV (무인기를 활용한 산지 땅밀림 피해지점 탐지 및 모니터링 방안 연구)

  • Seo, Jun-Pyo;Woo, Choong-Shik;Lee, Chang-Woo;Kim, Dong-Yeob
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.19 no.11
    • /
    • pp.481-487
    • /
    • 2018
  • This paper proposes a method to detect and monitor the land creeping area using a UAV to analyze the damaged area efficiently. Using a UAV, it was possible to secure the safety of the investigators before the field survey and effectively utilize it to establish an investigation plan because an orthophoto can be used to detect and scale the cracks in a land creeping area. In addition, it was possible to analyze the scale of the crack quantitatively by extracting the topographic information from the orthophoto. The study sites were found to have a total crack area of 1.01 ha, a length of 1.07 km, an average width of 10 m, and a step distance of 1 to 10 m. Periodic UAV measurements can be used to detect displacements on the land creeping area and monitor the direction and scale of crack spread. Therefore, it is expected to be used effectively during recovery planning. Applying the UAV to the land creeping area resulted in the qualitative and quantitative results quickly and easily in dangerous mountainous watersheds. Therefore, it is expected that it will contribute to the development of related industries because of the high availability of a UAV in forest soil sediment disasters, such as landslides, debris flow, and land creeping area.

A Study on the Development Site of an Open-pit Mine Using Unmanned Aerial Vehicle (무인항공기를 이용한 노천광산 개발지 조사에 관한 연구)

  • Kim, Sung-Bo;Kim, Doo-Pyo;Back, Ki-Suk
    • Journal of Convergence for Information Technology
    • /
    • v.11 no.1
    • /
    • pp.136-142
    • /
    • 2021
  • Open-pit mine development requires continuous management because of topographical changes and there is a risk of accidents if the current status survey is performed directly in the process of calculating the earthwork. In this study, the application of UAV photogrammetry, which can acquire spatial information without direct human access, was applied to open-pit mines development area and analyzed the accuracy, earthwork, and mountain restoration plan to determine its applicability. As a result of accuracy analysis at checkpoint using ortho image and Digital Surface Model(DSM) by UAV photogrammetry, Root Mean Square Error(RMSE) is 0.120 m in horizontal and 0.150 m in vertical coordinates. This satisfied the tolerance range of 1:1,000 digital map. As a result of the comparison of the earthwork, UAV photogrammetry yielded 11.7% more earthwork than the conventional survey method. It is because UAV photogrammetry shows more detailed topography. And result of monitoring mountain restoration showed possible to determine existence of rockfall prevention nets and vegetation. If the terrain changes are monitored by acquiring images periodically, the utility of UAV photogrammetry will be further useful to open-pit mine development.