• 제목/요약/키워드: alluvial sand

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Manning's Roughness Factor in Alluvial Channels

  • Jun, Byong-Ho
    • Korean Journal of Hydrosciences
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    • 제1권
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    • pp.49-60
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    • 1990
  • Manning's roughness factor to flow in sand-bed channels may be divided into the grain roughness factor nd the form roughness factor. The grain roughness factor may be dedermined by using Keulegan's formula. By using available experimental data, it was found there is a unique relationship between the form roughness and the hydraulic radius to sediment particle size ratio for a given value of the Froude number. The form roughness and the bed form may be determined by using this unique relationship. The technique for engineering applications of the results appears to be quite simple.

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한강하류지형면의 분류와 지형발달에 대한 연구 (양수리에서 능곡까지)

  • 박노식
    • 동굴
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    • 제68호
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    • pp.23-73
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    • 2005
  • Purpose of study; The purpose of this study is specifically classified as two parts. The one is to attempt the chronological annals of Quaternary topographic surface through the study over the formation process of alluvial surfaces in our country, setting forth the alluvial surfaces lower-parts of Han River area, as the basic deposit, and comparing it to the marginal landform surfaces. The other is to attempt the classification of micro morphology based on the and condition premising the land use as a link for the regional development in the lower-parts of Han river area. Reasons why selected the Lower-parts of Han river area as study objects: 1. The change of river course in this area is very serve both in vertical and horizontal sides. With a situation it is very easy to know about the old geography related to the formation process of topography. 2. The component materials of gravel, sand, silt and clay are deposited in this area. Making it the available data, it is possible to consider about not oかy the formation process of topography but alsoon the development history to some extent. 3. The earthen vessel, a fossil shell fish, bone, cnarcoal and sea-weed are included in the alluvial deposition in this area. These can be also valuable data related to the chronological annals. 4. The bottom set conglometate beds is also included in the alluvial deposits. This can be also valuable data related to the research of geomorphological development. 5. Around of this area the medium landform surface, lower landform surface, pediment and basin, are existed, and these enable the comparison between the erosion surfaces and the alluvial surfaces. Approach : 1. Referring to the change of river beds, I have calculated the vertical and horizontal differences comparing the topographic map published in 1916 with that published in 1966 and through the field work 2. In classifying the landform, I have applied the method of micro morphological classification in accordance with the synthetic index based upon the land conditions, and furthermore used the classification method comparing the topographic map published in 1916 and in that of 1966. 3. I have accorded this classification with the classification by mapping through appliying the method of classification in the development history for the field work making the component materials as the available data. 4. I have used the component materials, which were picked up form the outcrop of 10 places and bored at 5 places, as the available data. 5. I have referred to Hydrological survey data of the ministry of Construction (since 1916) on the overflow of Han-river, and used geologic map of Seoul metropolitan area. Survey Data, and general map published in 1916 by the Japanese Army Survbey Dept., and map published in 1966 by the Construction Research Laboratory and ROK Army Survey Dept., respectively. Conclusion: 1. Classification of Morphology: I have added the historical consideration for development, making the component materials and fossil as the data, to the typical consideration in accordance with the map of summit level, reliefe and slope distribution. In connection with the erosion surface, I have divided into three classification such as high, medium and low-,level landform surfaces which were classified as high and low level landform surfaces in past. furthermore I have divided the low level landform surface two parts, namely upper-parts(200-300m) and bellow-parts(${\pm}100m$). Accordingly, we can recognize the three-parts of erosion surface including the medium level landform surface (500-600m) in this area. (see table 22). In condition with the alluvial surfaces I have classified as two landform surfaces (old and new) which was regarded as one face in past. Meamwhile, under the premise of land use, the synthetic, micro morphological classification based upon the land condition is as per the draw No. 19-1. This is the quite new method of classification which was at first attempted in this country. 2. I have learned that the change of river was most severe at seeing the river meandering rate from Dangjung-ni to Nanjido. As you seee the table and the vertical and horizontal change of river beds is justly proportionable to the river meandering rate. 3. It can be learned at seeing the analysis of component materials of alluvial deposits that the component from each other by areas, however, in the deposits relationship upper stream, and between upper parts and below parts I couldn't always find out the regular ones. 4. Having earthern vessel, shell bone, fossil charcoal and and seaweeds includen in the component materials such as gravel, clay, sand and silt in Dukso and Songpa deposits area. I have become to attempt the compilation of chronicle as yon see in the table 22. 5. In according to hearing of basemen excavation, the bottom set conglomerate beds of Dukso beds of Dukso-beds is 7m and Songpa-beds is 10m. In according to information of dredger it is approx. 20m in the down stream. 6. Making these two beds as the standard beds, I have compared it to other beds. 7 The coarse sand beds which is covering the clay-beds of Dukso-beds and Nanjidobeds is shown the existence of so-called erosion period which formed the gap among the alluvial deposits of stratum. The former has been proved by the sorting, bedding and roundness which was supplied by the main stream and later by the branch stream, respectively. 8. If the clay-beds of Dukeo-bed and Songpa-bed is called as being transgressive overlap, by the Eustatic movement after glacial age, the bottom set conglomerate beds shall be called as being regressive overlap at the holocene. This has the closest relationship with the basin formation movement of Seoul besides the Eustatic movement. 9. The silt-beds which is the main component of deposits of flood plain, is regarded as being deposited at the Holocene in the comb ceramic and plain pottery ages. This has the closest relationship with the change of river course and river beds.

제주도 화산회사인의 특성 및 생성에 관한 연구. II. 사, 미사, 점토의 광물학적 특성 (Composition and Genesis of Volcanic Ash Soils in Jeju Island, II. Mineralogy of Sand, Silt and Clay Fractions)

  • 신제성
    • 한국광물학회지
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    • 제1권1호
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    • pp.40-47
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    • 1988
  • Mineralogy of sand, silt and clay fractions from the five chronosequence soils of Jeju Island is studied with the X-ray, TEM and SEM techniques. Soils of Songag and Donghong situated at lower elevations are generally developed on relatively of ash or alluvial deposits and contain mainly ferromagnesian minerals and feldspars, with some quartz, mica and volcanic glass. Crystalline minerals are dominant in the clay fraction; halloysite and vermiculite are abundant but small amounts of allophane are present. Clay migration results in well developed ferrigargillan, Soils of Pyeongdae and Heugag located at higher elevations are developed on relatively young volcanic ash with some contamination of continental aeolian dust probably containing quartz which may be come from acid ash shower. The absence of clay illuivation is due to the dominance of allophane. This clay mineral is associated with some gibbsite, imogolite and halloysite.

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댐 하류 충적하천에서 식생이입 및 천이 - 낙동강 안동/임하 댐 하류하천을 중심으로 - (Recruitment and Succession of Riparian Vegetation in Alluvial River Regulated by Upstream Dams - Focused on the Nakdong River Downstream Andong and Imha Dams -)

  • 우효섭;박문형;조강현;조형진;정상준
    • 한국수자원학회논문집
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    • 제43권5호
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    • pp.455-469
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    • 2010
  • 낙동강 상류에 위치한 안동, 임하 댐 하류 하천에서 두 댐에 의한 충적하천의 변화와 식생이입 현상을 정성적, 정량적으로 조사, 분석하였다. 하천형태 및 하상재료 분석 결과, 댐 하류는 전반적으로 저하되었고 일부 구간은 최대 3m 이상 세굴 되었다. 하상재료도 전반적으로 임하댐 건설 전 평균 1.5mm에서 건설 후 2.5mm로 조립화되었다. 댐 건설로 인한 하상소류력의 감소는 사주에 식생 활착을 촉진시켰으며, 그 결과 사주의 식생이입률은 1971년 자연 상태에서 8% 수준에서 안동댐 건설 후 1988년에 25%로 증가하였다. 임하댐이 완공된 1992년 이후 사주 상 식생이입은 가속화되어 겨우 3년이 지난 1995년에 사주 식생이입률은 43%가 되고, 그 후 10년이 지난 2005년에는 74%까지 증가하였다. 세부조사구간 중 하나인 윗절에서 항공사진에 의한 식생천이 현상을 분석한 결과 모래와 자갈이 노출된 '맨' 사주에서 시작하여 큰개여뀌, 달뿌리풀, 버드나무류 유식물 등 개척 단계를 지나, 일부 달뿌리풀은 유지되고 버드나무 관목이 등장하고 나중에는 선버들이나 왕버들 같은 교목림으로 정착되는 것으로 나타났다. 하회마을 앞과 강 건너 점 사주의 경우 타 논문에서 기제시된 여건 등으로 2005년 항공사진에서 식생이입은 억제되는 것으로 보였지만, 2009년에 촬영한 사진에 상당 부분 확대되는 것으로 나타나 이에 대한 대책이 필요하다. 사주 상 식생이입의 가속화는 구담습지 등 자연 상태의 모래하천에서 찾아보기 어려운 독특한 배후습지를 창출하여 환경적으로 종의 다양성이 커져서 서식처로서 가치 자체는 높아질 수 있다. 마지막으로, 댐에 의한 홍수량 감소와 그에 따른 하상소류력 감소가 사주 상 식생이입 및 활착을 가속화시켰다는 가설은 대표 단면에서 무차원 하상전단응력의 검토 결과 확인되었다.

실내 모형과 현장 충적층에서 지하투과레이더를 이용한 지하수면 추정 (Estimation of Groundwater Table using Ground Penetration Radar (GPR) in a Sand Tank Model and at an Alluvial Field Site)

  • 김병우;김형수;최두형;고용권
    • 지질공학
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    • 제23권3호
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    • pp.201-216
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    • 2013
  • 지하수면과 불포화대의 수분 포화도가 지하투과레이더(GPR) 신호에 미치는 영향을 연구하기 위하여 실내 토조와 충적층 현장에서 GPR 조사를 수행하였다. 실내의 모래 채움 토조 실험에서, 지하수위를 변화시키기 위해 물을 탱크 바닥에 설치된 밸브를 통해 주입하고 배수시켰다. 지하수위와 수분포화도를 추정하기 위하여 모래 채움 토조에서 GPR 수직반사법(이후, VRP) 자료가 획득되었다. 실내 모래 채움 토조에서 획득된 GPR 신호는, 지하수위는 물론 함수율 변화에도 민감하게 반응함을 보여준다. 불포화대에서 GPR 속도는 함수율 변화에 따라 크게 조절되며, 주시 시간의 증가는 포화도의 증가로 해석된다. 함안군 이룡리 낙동강변 충적층에서 220m에 달하는 VRP 조사가, 지하수위를 추정하기 위하여 수행되었다. 현장 조사 결과, 포화 조건에서 GPR 신호의 첫 번째 반사면은 모관 상승에 의한 경계부를 지시하며, 실제 지하수면과는 차이가 있음을 지시한다. 보다 정확한 지하수위를 추정하기 위하여, Well-3호공 주변에서 중앙공심점(common mid-point, 이후, CMP) 방식 GPR 조사를 수행하였다. 그 결과, 모관 상승 경계부와 지하수면으로부터 반사되는 CMP 자료는 쌍곡선 형태를 보였다. NMO(nomal move-out) 보정을 통해, CMP 조사 자료로부터 GPR 신호의 속도를 구하였고, 이는 보다 상세한 지하수면과 심도별 포화도 정보를 제공하였다. 지하수면과 포화도 정보를 포함하는 GPR 조사결과는 통기대의 현장 수리 지질학적 특성 조사에 유용한 수단이다.

충남지역의 지하수개발에 관한 조사 (Research on the Ground Water Developement in the Region of Choong Nam Province)

  • 민병섭
    • 한국농공학회지
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    • 제11권4호
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    • pp.1827-1831
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    • 1969
  • Resulties of research on the capacity of ground water of 994 concrete-pipe-wells and 97 infiltration-gallerys in ground-water-developement-works region executed from March to Julyin 1969, in Choong Chung Nam Do, and research on the quality of ground water for 88 wells for home-use around of River Geum Area, are as fellows: (1) Thickness of aquifer is no more than 2.85m averagely even at river-overflowed plain, alluvial plain and valley plain area that are estimated to contain ground water mostly. And so, it is guessed that ground water capacity is not much especially. (2) Soil of aquifer of the above area is sand or gravel and it is estimated to be good for ground water developement and its mean permeability coefficient is bout $2.5{\times}10^{-3}$(m/sec), and its porosity is about 33.9%. (3) The quality of ground water is good for irrigation water exception of delta plain area. Warm water plan is to need for irrigation water when water temperature is less than 19 degrees below zero. (4) Prospect of ground water developement, judging from quality and quantity, expects to lay infiltration gallery under the ground at river bed in order to utilize under-flow-water of river bed, river-overflowed plain, alluvial plain and valley plain that ground level is less than 50m. (5) Collectable water volume of under-flow-water of river bed is about 450 to $750m^3/day$ to be able to irrigate 3ha to 5ha of the cultivated land in case that infiltration gallery length is 50m and its depth is about 5m. (6) Collectable water volume at river-overflowed plain, alluvial plain and valley plain area, is estimated $150m^3/day$ to be able to irrigated 1ha of the cultivated land.

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백악기 경상분지의 생성 및 진화에 관여한 지구조운동의 분석과 최하부 낙동층에 대한 퇴적학적 연구 I: 경상분지 서남단 낙동층의 퇴적환경과 기원암, 고수류 분석 (Sedimentological Study of the Nakdong Formation to analyse the Forming and Evolving Tectonics of the Cretaceous Gyeongsang Basin, I: Depositional Setting, Source, and Paleocurrent Analyses of the Nakdong Formation in the Southwestern Gyeongsang Basin)

  • 정대교;김용인
    • 자원환경지질
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    • 제29권5호
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    • pp.639-660
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    • 1996
  • The lowest formation of the Cretaceous Gyeongsang Supergroup, the Nakdong Formation, unconformably overlies the gneiss complex basement in Hadong, Gyeongsangnam-do and Gwangyang, Chullanam-do. The Nakdong Formation of the study area is 500-600 m thick and occurs as a belt shape. Based upon lithology, sedimentary structure, and bedding geometry the formation consists of three conglomerate facies (Gd, Gn, Gic), five sandstone facies (Sh-n, Sh-i, Sp, Sr, Sm), and four mudstone facies (Mf, Mfn, Mc, Mv). Sandstone facies are the most prominent in the study area. The twelve facies can be grouped into five facies associations. The depositional settings are elucidated from analyses of 12 facies and five facies associations of the formation. The lower part of the Nakdong Formation was deposited in alluvial plain, and the middle and upper parts were in a riverine system. The lithologies of the Nakdong Formation of the Gyeongsang Basin have been considered to consist of generally conglomerates and pebbly sandstones that were accumulated in alluvial fans. But the common lithology of the study area is sandstone which was formed in lower part of alluvial fan or fluvial setting. It is supposed that the coarser sedimentary sequence distributed west to the study area should be eroded out after deposition and early uplift, and the finer sandstone sequence in the east remains behind. The mineral composition of sandstones and the clast composition of conglomerates indicate that the Nakdong Formation was derived mainly from the metamorphic source rocks. Some reworked intraclasts were also supplied from the intrabasinal sedimentary layers. Paleocurrent data collected from cross-beddings, ripple marks, asymmetric sand dune suggest that most sediments were transported from north to south during the Nakdong Formation time.

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대불간척지 충적점토의 공학적 특성에 관한 연구 (A Study on the Engineering Properties of Alluvial clay in the Daebul Reclaimed Tideland)

  • 김홍일;진병익;유기송
    • 한국농공학회지
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    • 제26권1호
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    • pp.29-37
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    • 1984
  • This study was made to find several significant relations among various physical and mechanical properties including cone penetration resistance. The alluvial clay samples were taken at the Daebul Reclaimed Tideland in Samhomyeon, Yeongamgun, Jeonranamdo. The results of the study are summarized as follows; 1.Most samples belong to medium or high plastic, inorganic, silty clay(clay contents;32-64%, silt contents; 36-68%, sand contents; 0-3%). The specific gravities range from 2.70 to 2.73, the unit weights from 1.45 to 1. 75g/cm$^3$, the natural moisture contents from 45 to 77%, the liquid limits from 32 to 56%. It is certain that the foundation is weak because the natural moisture contents are much higher than the liquid limits. 2.It is known from the shear tests that the unconfined compression strenghs vary from 0.09 to 0. 38kg/cm2, the cohesions from 0.05 to 0. 21kg/cm2, the internal friction angles from 0 to 3˚. 3.The consolidation tests show that the initial void ratios range from 1.25 to 2.28, the compression indeices from 0.43 to 0.84, the preconsolidation loads from 0.21 to 0.74kg/cm$^2$. 4.Cone penetration resistances are usually less than 5kg/cm$^2$ from ground surface to the depth of about 8m, and from S to l0kg/cm$^2$ in the layer below about 8m to hard layer. 5.The cohesion and cone penetration resistance are in proportion to the depth of soil layer. 6.The correlations between various physical and mechanical properties including cone penetration resistance for the alluvial clay samples are as follows; a) Wn=0.944C+ l2.733 (r=0.829) b) LL=0. 728Cy+6. 991 (r=0. 873) c) PI=0.659Cy-8.168 (r=0.860) d) rt=0. 0077(272-Wn) =2.092-0. 0077Wn (r=0. 859) e) 60=0. 035wn-0 447 (r=0. 893) f) C=0.380qw+0.031 (r=0.816) g) qu=0.0707qc+0.029 (r=0.810) h) C=0.018Z+0.055 (r=O.802) I) qc=0. 415Z+1, 438 (r=0. 943)

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한국(韓國)의 삼림토양(森林土壤)에 관(關)한 연구(硏究) (II) (Studies on Forest Soils in Korea (II))

  • 이수욱
    • 한국산림과학회지
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    • 제54권1호
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    • pp.25-35
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    • 1981
  • 본(本) 연구(硏究)는 한국삼림토양(韓國森林土壤)의 특성(特性)을 파악(把握)하여 그 합리적(合理的) 이용(利用) 및 관리방법(管理方法)을 제공(提供)하기 위하여 실시되었다. 1979년(年) 까지 조사발표(調査發表)된 375개(個) 토양통(土壤統) 중(中)에서 93개통(個統)에 달하는 삼림토양(森林土壤)에 대해서 각종토양특성(各種土壤特性)이 비교분석(比較分析)되었다. 첫째로 이상(以上)의 자료(資料)를 풍화모재별(風化母材別)로 구분(區分)해서 비교평가(比較評價)하였고, 둘째로 다시 모암별(母岩別)로 구분(區分)해서 비교분석(比較分析)하여 본 결과 다음과 같은 결론(結論)을 얻었다. 1) 풍화모재별(風化母材別) 토양특성(土壤特性)을 보면 화산회토(火山灰土)가 가장 비옥(肥沃)한 토양(土壤)으로 사료(思料)되며 충적토(沖積土)가 가장 척박(瘠薄)한 토양(土壤)으로 나타난다. 산악잔적토(山岳殘積土)는 전토심(全土深)만 매우 얕은것을 제외하면 대부분(大部分)이 평균수준(平均水準)에 있다. 2) 화성암(火成岩)(Igneous rock)에서 생산(生産)된 토양(土壤)은 토심(土深)이 깊고 유기물함량(有機物含量) 및 유효인산함량(有效燐酸含量)이 풍부하고 강산성(强酸性)으로 비옥도(肥沃度)는 낮은 편이다. 반면(反面) 퇴적암(堆積岩)(Sedimentary rock) 토양(土壤)은 토심(土深)이 얕고 유기물(有機物) 및 유효인산(有效燐酸) 함량(含量)은 낮으나 약산성(約酸性)으로 비교적(比較的) 비옥(肥沃)하다. 3) 화성암중(火成岩中) 현무암(玄武岩)(Basalt)과 조면암(粗面岩)(Trachyte)은 매우 비옥(肥沃)한 토양(土壤)을 생성(生成)하나 화강암(花崗岩)(Granite)과 안산암(安山岩)(Andesite)은 약간 척박(瘠薄)한 토양(土壤)을 생성(生成)한다. 4) 퇴적암중(堆積岩中) 석회암(石灰岩)(Limestone)은 중성(中性)의 비옥(肥沃)한 토양(土壤)을 생성(生成)하나 유효인산함량(有效燐酸含量)은 매우 적다. 사암(砂岩)(Sand-stone)류(類)는 토심(土深)이 얕으나 기타 성질들은 평균적(平均的)인 수준(水準)을 유지하는 토양(土壤)을 생성(生成)한다. 5) 화강편마암(花崗片麻岩)(Granite gneiss)류(類)는 유기물(有機物) 및 유효인산함량(有效燐酸含量)은 평균수준(平均水準)이나 비교적(比較的) 척박(瘠薄)한 토양(土壤)을 생성(生成)한다. 6) 충적사토(沖積砂土)(Alluvial sand)는 경작지(耕作地) 충적토(沖積土)와는 대조적으로 토심(土深)이 깊은것 외에는 일반적으로 척박(瘠薄)한 토양(土壤)을 생성(生成)한다.

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내성천 무섬마을 인근의 하천 지형 특성에 대한 연구 (A Study on the Landforms Near of Mooseom Village, Naeseongcheon)

  • 김종연;신원정
    • 한국지형학회지
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    • 제26권3호
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    • pp.1-17
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    • 2019
  • Naeseongcheon is Korea's representative sand stream, and it is one of the regions where the dynamic changes of various river topography developed in the sand bed can be observed. Most of drainage area near of the river channel are formed with Daebo granite, and the granite weathering zone is developed at the surface of hill. Due to the massive input of sediment flux, braided channel reaches are found some of the area. However, the results of the study shows that the alluvial layer is very thin in some reaches. In addition, bedrock or weathered materials, including the Tors are exposed at the channel beds. On the other hand, during the flood, a considerable amount of sediment was introduced, causing the massive sediment to be close to 1m thick. In addition, despite the short distance, large changes in the particle size and sorting of the sediment were observed. Vegetation, on the other hand, has been shown to have a significant effect on the development of the overall channel bed topography, as reported in previous studies. In small floods or low water levels, vegetation's protection role of the surface is predominates, but in large flood conditions, herbaceous loss at the surface of the point bars, accelerating the erosion of surface.