• Title/Summary/Keyword: water ratio

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Bond Strength Characteristics Between Aggregate and Mortar (골재-모르타르 경계면의 부착강도 특성)

  • 박연동;양주경;임희철;김진근;장정수
    • Proceedings of the Korea Concrete Institute Conference
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    • 1991.10a
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    • pp.129-134
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    • 1991
  • The effects of water-cement ratio, age, and admixture such as fly ash, silica fume on the bond strength between aggregate and mortar were investigated. As the result, with increasing of water-cement ratio, the bond strength was slightly decreased while the compressive strengths of mortar and concrete were seriously decreased. The rate of strength gain of bond strength was not decreased with increasing of water-cement ratio while that of compressive strength was gradually decreased.

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The Analysis of Soil Erosion in Water-pollutant Buffering Zone of Imha reservoir using Geo-Spatial Data (지형공간정보를 이용한 임하호 수변구역 토사유실 분석)

  • Lee, Geun-Sang;Hwang, Eui-Ho;Park, Jin-Hyeog;Chae, Hyo-Sok
    • Proceedings of the Korea Water Resources Association Conference
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    • 2006.05a
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    • pp.908-912
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    • 2006
  • Geology and terrain of Imha basin has a very weak characteristics to soil erosion, so much soil particles flow into Imha reservoir and bring about high density turbid water when it rains a lot. Especially, since the agricultural area of Imha basin is mainly located in river boundary, Imha reservoir has suffered from turbid water by soil erosion. Therefore, it is important to estimate the influence of soil erosion to establish efficient management of water-pollutant buffering zone for the reduction of turbid water. By applying GIS-based RUSLE model, this study can acquire 12.23% that is the ratio of soil erosion in water-pollutant buffering zone and is higher than area-ratio (9.95%) of water-pollutant buffering zone. This is why the area-ratio of agricultural district (27.24%) in water-pollutant buffering zone is higher than the area-ratio of agricultural district (14.96%) in Imha basin. Also as the result of soil erosion in sub-basin, Daegok basin shows highest soil erosion in water-pollutant buffering zone, second is Banbyeon_10 basin and last is Seosi basin.

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Distribution of Water Masses and Characteristics of Temperature Inversion in the Western Seas of Jeju Island in Spring (봄철 제주도 서부해역의 수괴 분포와 수온역전 특징)

  • Kang, So-Young;Moon, Jae-Hong
    • Ocean and Polar Research
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    • v.44 no.3
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    • pp.191-207
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    • 2022
  • Using the results of CTD casts made in Spring from 2017 to 2021, in this study we investigated the water mass distribution and occurrence of temperature inversion in the western seas of Jeju Island in spring. The distribution of water masses was characterized by cold and fresh water in the northwest and warm and saline water in the southeast, forming a strong thermohaline front running in the southwest-to-northeast direction. Strong temperature inversion mainly occurred in the frontal boundary when the cold water intrudes beneath the warm water at depths of 30-50 m. Analysis of the mixing ratio demonstrated that Jeju Warm Water is dominantly distributed in the western seas of Jeju Island, but its ratio can be modified depending on the southward extension of Yellow Sea Cold Water (YSCW). Results of in situ measurement showed that in 2020, the YSCW largely expanded to the western seas of Jeju Island, occupying approximately 40 % of the mixing ratio. Due to the expansion of YSCW, a strong thermohaline front was formed in the study area, thereby causing thick and strong temperature inversion. On the other hand, in 2018 the mixing ratio of YSCW was minimum (~18%) during the study period of 2017-2021, and thus a relatively weak frontal boundary was formed, without the occurrence of temperature inversion. The observational results also suggest that the interannual changes of water mass distribution and the associated temperature inversion in the western seas of Jeju Island are closely related with wind-driven Yellow Sea circulation in spring, which is the summer monsoon transition period.

Prediction of the Volumetric Water Content Using the Soil-Water Characteristic Curve on an Unsaturated Soil (흙-수분 특성곡선 방정식을 이용한 체적함수비의 예측)

  • Song, Chang-Seob
    • Journal of the Korean Society of Environmental Restoration Technology
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    • v.7 no.6
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    • pp.39-48
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    • 2004
  • The purpose of this paper was to confirm the application of the equation of the soil-water characteristic curve on an unsaturated soil. To this ends, a series of suction test was conducted on the selected 4 kinds of soil which is located in Korea, using the modified pressure extractor apparatus. And it was carried out to analyze the experimental parameters which can describe the soil-water characteristics, were determined by using the data obtained from the experiment. From the results, it was found that the matric suction was varied according to the grain size distribution, amount of fine grain particle and void ratio. Also it was found that the residual volumetric water content was decreased with the void ratio, but the index related air entry value, the soil parameter related water content and the parameter with residual water content were increased with the void ratio. And the application of equation of the soil-water characteristic curve was confirmed for the various conditions and the various state by the comparison between the volumetric water content measured by the experiment and the predicted values.

A Study on the Change of Volume and Temperature in Aqueous Binary Solvent with Ethanol (물과 에탄을 이성분 혼합용매 계에서 부피 및 온도 변화에 관한 연구)

  • 김용권;임귀택
    • Journal of Korean Elementary Science Education
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    • v.20 no.1
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    • pp.139-147
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    • 2001
  • This paper is to study on the change of volume and temperature of the solution which mixed water with ethanol. And its main purpose is to examine closely how the volume changes, and to find the method to maximize the change of the volume. The summaries for results of the study are; First, we were known that water and ethanol are homogeneously mixed. But two solvents does not mix homogeneously by different specific gravity at early stages. Second, we could see that the volume changed large at homogeneous mixed water with ethanol by stirrer, the change of volume is the largest value when water mixed with ethanol in the ratio of one to one. Third, when water mixed with ethanol in the ratio of one to one, the change of temperature is very large by activated hydrogen bond. We conclude that it is the best result when ratio of water and ethanol is one to one and the solution is well mixed.

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Characteristics of Behavior of the Nutrients at Paddy Field Area with Large-Scaled Plots (광역논에서의 영양 물질(N, P)의 거동 특성)

  • Oh, Seung-Young;Kim, Jin-Soo;Jung, Gu-Young
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 2003.10a
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    • pp.567-570
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    • 2003
  • Nutrients behavior were investigated at a paddy fields area(Soro-ri) with large-scaled plots on loam soil during irrigation seasons of $2001{\sim}2002$. The average concentration of TN, TDN and TDP in drainage water was higher than that in irrigation water. On the other hand, TP in irrigation water was higher than that in drainage water. The ratio of a TDN to TN accounts for over 90% and the ratio of TDP to TP accounts for $50{\sim}70%$. Especially, the ratio of TDP to TP in drainage water was bigger than that in irrigation water, suggesting that much of particulate component was reduced due to sedimentation and adsorption in paddy fields plots.

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An Experimental Study on the Engineering Properties of Concrete with Kind of Fine Aggregate and Addition Ratio of Water Reducing Agents (잔골재 종류 및 감소제 첨가율에 따른 콘크리트의 공학적 특성에 관한 실험적 연구)

  • Shin, Kwan-Soo;Na, Chul-Sung;Paek, Yong-Lak;Choi, Se-Jin;Kim, Gyu-Yong;Kim, Moo-Han
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.05b
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    • pp.157-160
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    • 2006
  • Recently, trouble of sand supply is occurred according to exhaustion of natural sand resources. To solve this problem, sea sand and crushed sand are used. But, necessity of water reducing agent because quality of concrete that use sea sand and crushed sand is deteriorated. Therefore in this study was examined on the engineering properties of concrete with kind of fine aggregate and addition ratio of water reducing agents. As a result, compressive strength appeared similar standard regardless of kind of fine aggregate. Compressive strength, durability was similar in decrease of the unit water content by increase of addition ratio of the water reducing agent. Also, drying shrinkage resistivity was improved because the unit water content decreased.

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Second Law Optimization of Water-to-Water Heat Pump System

  • Kim, Kyu-Hyung;Woo, Joung-Son;Lee, Se-Kyoun
    • Journal of Mechanical Science and Technology
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    • v.17 no.1
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    • pp.122-128
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    • 2003
  • This paper presents a thermodynamic analysis of heat pump system using water as a heat source and heat sink. The primary object in this study is the optimization of exergetic efficiency. Two different systems, 2-stream and 1-stream system, are analyzed in detail. Mass flow ratio (the ratio of mass flow rate of water through evaporator to that through condenser) is identified as the most important parameter to be optimized. It is shown that there exists an optimum mass flow ratio to maximize exergetic efficiency. The variation of optimum exergetic efficiency of 2-stream system is quite small and the value lies between 0.2∼0.23 for the range of investigation in this study. However, far better performance can be obtained from 1-stream system. This means considerable irreversibilities are generated through condenser of the 2-stream system. The effects of adiabatic efficiency of compressor-motor unit on the overall system performance are also examined in the analysis.

Estimation of Setting Time Applying Setting Estimator for AI Finishing Robot System Depending on Water-Cement Ratio (AI기반 콘크리트 마감 자동화 시스템용 응결추정계의 물시멘트비에 따른 응결추정 평가)

  • Park, Jae-Woong;Jeong, Jun-Taek;Lim, Gun-Su;Han, Jun-Hui;Kim, Jong;Han, Min-Cheol
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.11a
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    • pp.17-18
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    • 2023
  • This study aims to compare the hardness value development characteristics according to the water-cement ratio during a series of experiments to develop a setting estimator for an AI-based concrete finishing automation system. For the test variables, water-cement ratios are varied with 30, 40 and 50%. Proctor penetration test and surface hardness test by setting time estimator are conducted to estimate the setting time. For the effect of water-cement ratios, they did not affect the surface hardness either, while initial set time and final set time are not constant with water-cement ratios.

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Quality Characteristics of Extracted Coffee with Cold Water according to Water Quantity and Dilution Ratio (가수량 및 희석 비율을 달리하여 제조한 냉수 추출 커피의 품질 특성)

  • Jeong, Ji-Gyun;Cho, Yeon-Sook;Kwak, Eun-Jung
    • Journal of the East Asian Society of Dietary Life
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    • v.24 no.1
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    • pp.109-115
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    • 2014
  • This paper investigated the optimal conditions for coffee extraction and dilution by comparing differences in soluble compounds and sensory characteristics of coffee subjected to cold-water extraction according to water quantity and dilution ratio. For sample preparation, we extracted coffee for 3 to 10 hours by adding 400 mL, 600 mL, 1,000 mL and 1,800 mL of cold water ($20^{\circ}C$) to 100 g of ground coffee, resulting in 200 mL, 400 mL, 800 mL and 1,600 mL portions of extracted coffee, respectively. Following this, the 200 mL, 400 mL and 800 mL portions of extracted coffee were further diluted with 1,400 mL, 1,200 mL and 800 mL of cold water, resulting in ratios of coffee to cold water of 1:7, 1:3 and 1:1, respectively. The 1,600 mL of portion of extracted coffee was not diluted and used as a sample. Undiluted coffee showed the highest values for pH, acidity, reducing sugar, total soluble solids and total phenolic compounds among all sample coffees, whereas the highly diluted coffee with a high ratio of 1:7 showed the lowest values. In a descriptive test, odor, sourness, bitterness and body intensity were also the highest in undiluted coffee due to the overly extracted coffee compounds. Undiluted coffee showed the lowest preference in terms of aroma, aftertaste and balanced coffee taste. On the other hand, diluted coffee at a ratio of 1:7 showed the lowest values for odor, sourness, bitterness and body intensity. Diluted coffee at a ratio of 1:3 showed the highest values for sweetness and acidity and was the most preferred in terms of aroma, aftertaste and balance. As a result, our study concluded that the optimal conditions for extraction and dilution of coffee with cold water are a ratio of ground coffee to cold water of 1:6 (w/v), followed by further dilution of the coffee by cold water at a ratio of 1:3.