• Title/Summary/Keyword: analysis of sedimentation

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Sediment Control at Water Intake Structures in a River

  • Son, Kwang-Ik;Lee, Jae-Joon;Han, Kun-Yeon;Lee, Eul-Rae
    • Korean Journal of Hydrosciences
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    • v.10
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    • pp.73-83
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    • 1999
  • The intake towers of Buyeo W.T.P. in Keum river have being suffered from the sedimentation problems since the beginning of the operation. Impellers of the intake pumps have to the frequently changed due to the serious surface erosion. Thousands tons of sands are entrapped in the intake towers and equalization chambers of W.T.P. every year. Site surveying and numerical analysis were carried out to suggest an appropriate solution by understanding the general sedimentation regime of Keum river and causes of the sedimentation in the intake towers. Origin of the sediment could be found by the desk and site inspections. The validity of the used numerical models was examined by comparisons between the calculated bydraulic values and the measured ones during the specific periods. The design flow rate for the prediction of the future sedimentation regime of the rever was studied. The efficiency of the sediment control measures was also examined with the verified numerical models. Finally, it was found that the best solution could be a combination of three sediment control measures; increase the clearance between river bed and inlet, construct jetties at 2 kilometers upstream from the intake towers, and put vanes at the right side of the intake towers.

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Implications of the Recent Benthec Foraminifera in Gwangyang Bay, Korea (光陽 에서의 現생底棲 有孔蟲에 관한 硏究)

  • 장순권
    • 한국해양학회지
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    • v.21 no.1
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    • pp.1-12
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    • 1986
  • A total of 40 surface samples(12 from the intertidal flat and 28 from the subtidal zone) from Gwangyang Bay, southern coast of the Korean Peninsula show a strong negative relationship between the total foraminiferal abundance and the ratios of the live to the total(L/T) assemblages. This suggests that the foraminiferal abundance is dependent on the dilution due to the input of detrital sediments, and that the L/T ratios show the relative rate of sedimentation in the study area. The intertidal flat and delta area are characterized by the relatively high sedimentation compared to the inner bay and shallow subtidal zone, and three major tidal channels where relatively low and no sedimentation is noted, respectively. Bathymetric occurrence of the species shows distinct boundaries at 9m, and between 21 and 30m, respectively. Cluster analysis shows three biotopes;intertidal flat including delay, inner bay and shallow subtidal zone, and major tidal channels. This suggests that these biotopes are formed by the ecology of the foraminifers as well as by the sedimentological setting of the study area. Several problems in relation to the relative rate of sedimentation inferred from the L/T ratios are briefly discussed.

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Simulation of Reservoir Sediment Deposition in Low-head Dams using Artificial Neural Networks

  • Idrees, Muhammad Bilal;Sattar, Muhammad Nouman;Lee, Jin-Young;Kim, Tae-Woong
    • Proceedings of the Korea Water Resources Association Conference
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    • 2019.05a
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    • pp.159-159
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    • 2019
  • In this study, the simulation of sediment deposition at Sangju weir reservoir, South Korea, was carried out using artificial neural networks. The ANNs have typically been used in water resources engineering problems for their robustness and high degree of accuracy. Three basic variables namely turbid water inflow, outflow, and water stage have been used as input variables. It was found that ANNs were able to establish valid relationship between input variables and target variable of sedimentation. The R value was 0.9806, 0.9091, and 0.8758 for training, validation, and testing phase respectively. Comparative analysis was also performed to find optimum structure of ANN for sediment deposition prediction. 3-14-1 network architecture using BR algorithm outperformed all other combinations. It was concluded that ANN possess mapping capabilities for complex, non-linear phenomenon of reservoir sedimentation.

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Analysis of the Seasonal Change in Attached Algae and Microbial Community Structure in Sediment Basin Trough of Water Treatment Plant By Using Quinone Profile and PCR-DGGE (Quinone profile과 PCR-DGGE를 이용한 정수장 침전지에서의 부착조류 및 미생물군집의 계절적 변화해석)

  • Yu, Hyun-Sun;Lim, Byung-Ran;Ahn, Kyu-Hong
    • Journal of Korean Society of Water and Wastewater
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    • v.20 no.3
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    • pp.461-467
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    • 2006
  • The seasonal change in attached algae and microbial community structure at sedimentation basin of water treatment plant was investigated by using quinone profiles and denaturing gel gradient electrophoresis (DGGE). The photosynthetic bacteria and algae contains PQ-9 and VK-1 as major quinone are major component of the total quinone fraction in attached algae and microorganisms on sedimentation basin trough. The microorganisms containing menaquinones appear to be sensitivity to the change in temperature than those containing ubiquinones. The plot of the mole fraction of dominant quinone species ($f_d$) to the DQ values showed higher sensitivity to the seasonal change in the microbial community structure. The results indicated that quinone and DGGE are useful tool for the evaluation of the changes in the microbial community structure.

Sedimentation & Consolidation Behaviour of Dredged Clay Fill (준설매립 점토지반의 침강 . 압밀거동)

  • 이승원;지성현;유석준;이영남
    • Journal of the Korean Geotechnical Society
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    • v.16 no.4
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    • pp.149-156
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    • 2000
  • Sedimentation and self-weight consolidation tests in cylinder and large model tank and field measurement such as settlement and pore water pressure at each layer by wireless automatic instrumentation system were carried out to investigate the behaviour of dredged marine clay fill. The consolidation behaviour for each reclaimed layer was analyzed from these measured data and numerical analysis result using finite strain consolidation theory. It was fond from this study that the consolidation behaviour of dredged clay fill is heavily dependent on the filling process.

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Recent Advances in Sedimentation and River Mechanics

  • Pierre Julien
    • Proceedings of the Korea Water Resources Association Conference
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    • 2002.05a
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    • pp.3-16
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    • 2002
  • This article describes some of the recent and on-going research developments of the author at Colorado State University. Advances in the field of sedimentation and river mechanics include basic research and computer modeling on several topics. Only a few selected topics are considered here: (1) analytical determination of velocity profiles, shear stress and sediment concentration profiles in smooth open channels; (2) experiments on bedload particle velocity in smooth and rough channels; (3) field measurements of sediment transport by size fractions in curved flumes. In terms of computer modeling, significant advances have been achieved in: (1) flashflood simulation with raster-based GIOS and radar precipitation data; and (2) physically-based computer modeling of sediment transport at the watershed scale with CASC2D-SED. Field applications, measurements and analysis of hydraulic geometry and sediment transport has been applied to: (1) gravel-bed transport measurements in a cobble-bed stream at Little Granite Creek, Wyoming; (2) sand and gravel transport by size fraction in the sharp meander bends of Fall River, Colorado; (3) changes in sand dune geometry and resistance to flow during major floods of the Rhine River in the Netherlands; (4) changes in hydraulic geometry of the Rio Grande downstream of Cochiti Dam, New Mexico; and (5) analysis of the influence of water temperature and the Coriolis force on flow velocity and sediment transport of the Lower Mississippi River in Louisiana. Recent developments also include two textbooks on "Erosion and Sedimentation" and "River Mechanics" by the author and state-of-the-art papers in the ASCE Journal of Hydraulic Engineering.

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Erythrocyte Sedimentation Rate: Its Determinants and Relationship with Risk Factors Involved in Ischemic Stroke

  • Kaur, Kirandeep;Kaur, Amandeep;Kaur, Anupam
    • Korean Journal of Clinical Laboratory Science
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    • v.54 no.1
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    • pp.1-8
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    • 2022
  • Erythrocyte sedimentation rate (ESR) evaluation is a useful tool for monitoring disease activity in various inflammatory and non-inflammatory conditions. ESR is known to be influenced by a multitude of confounding factors. The present study aimed to assess the possible determinants of the ESR and its relationship with various risk factors involved in ischemic stroke. ESR and other hematological and biochemical parameters were investigated in 163 ischemic stroke patients (107 males and 56 females) selected based on imaging techniques including magnetic resonance imaging (MRI) or computed tomography (CT) scans. Statistical analysis was performed using the SPSS 16.0 software. Linear regression analysis showed a significant inverse relationship of hemoglobin (Hb) and hematocrit or packed cell volume (PCV) (P<0.001 for females; P<0.01 for males) with the ESR. It was observed that the red blood cell (RBC) count was not strongly correlated with the ESR (P<0.05 for both males and females). It was also observed that sex significantly affected the variables determining the ESR levels, whereas age had no effect. Gender differences were also observed with respect to Hb, RBC, PCV, mean corpuscular hemoglobin (MCH), mean corpuscular hemoglobin concentration (MCHC), and ESR. The possible determinants of higher ESR levels in ischemic stroke may be sex, Hb, hematocrit, and RBC count, but the role of other clinical and laboratory parameters cannot be underestimated.

Characteristics of Sedimentation and Self-weight Consolidation of Dredged clay Focusing on Fines Content and Falling Height (세립분 함유량 및 투기고에 따른 준설토의 자중압밀 특성)

  • Kim, Jin-Young;Kim, Hye-Rin;Jang, Jung-Min;Lee, Sung-Yeol;Jeong, Wun-Gie;Jin, Young-Sik;Jeong, Hyo-Jin;Baek, Won-Jin;Kang, Kwon-Soo;Goh, Nam-Young
    • Journal of The Korean Society of Agricultural Engineers
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    • v.58 no.6
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    • pp.39-45
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    • 2016
  • In this paper, analyzes the characteristics of self-weight consolidation on the dredged clay according to the fines content and falling height. Research was performed with the dredged clay sampled by Sae-mangeum field site. Classification of fines content was performed by sieve analysis test. After adjusting the fine content, self-weight consolidation tests were carried out focussing on the variation of fines content and falling heights. From the test results of the self-weight consolidation test, samples with high fines content had reached sedimentation completion more later than ones with less fine content samples. In other words, the start of self-weight consolidation was slowing down with increasing of fines content. Also, from the test results of calculating the coefficient of sedimentation consolidation, the coefficient value were increased with the fines content increases. In addition, the change of sedimentation ratio and volume ratio showed more higher changed value as the fine content increases. Thus, it is important to consider the fines content when estimate the settlement time of dredged soil in field dredge work.

Formation of Sedimentation Pool within Irrigation Reserviors for Water Quality Improvement (저수지 수질개선을 위한 저수지 내 침전지 조성)

  • 박병흔
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.42 no.1
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    • pp.73-82
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    • 2000
  • Large quantitive of polllutants are washed into reservoirs during storm events. These polllutants contribute to eutrophication, such as algal blooms and fish kills. This study was conducted for the purpose of assessing the pollutant removal possibilities of sedimentation pool formed by deep dredging of a reservoir inlet. Water quality data were collected in the Masan reservoir, whose inlet has been dredged deep like sedimentation pool. The average concentration of chemical oxygen demand(COD) , toatal nitrogen(T-N) and total phosphrous(T-P) in the deep dredged area were 8.7 ~20.5mg/ι (T-N), 0.17~0.84mg/ι(T-P), which were 4.9%(COD), 29.0%(T-N) and 44.8%(T-P) higher than those of middle part of the reservior. The texture of sediment in the dredged area was silty loam, while that of the middle part was sandy clay loam. Organic matter contents, T-N and T-P of the bottom soil in the dredge area showed higher values than the middle part of the reservoirs. From these results, it was considered thedeep dredged area in the inlet of reservoir might play a key role to settle pollutant particulate. Based on the result of water quality analysis, deep dredging of the reservoir inlet could be assessed to reduce T-N and T-P of the reservoir about 6.5% , 8.3%, respectively. However, the effect of the sedimentation pool would be raised if the settled particles were taken into account in assessing water quality improvement for the reservoir. Accordingly, dredging of a reservoir inlet to make a shape of sedimentation pool is recommended for water quality improvement of reservoir in the stage of dredging plan.

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