• 동력기계공학회지
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• 제19권1호
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• pp.50-55
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• 2015

This study takes AC8A, which is a representative light weight alloy as matrix, and nickel as reinforcement for its superior properties. The manufacturing method applied in this study required low pressure for the infiltration of the metal matrix into the reinforcement. Porous Ni was applied as preform. The fabrication was conducted under 0.3 MPa at 600, 700 and 750 degrees centigrade, respectively. Intermetallic compounds Al3 generated between Al and Ni were observed in the composites. Microstructure, Vickers' hardness and wear characteristics of the composites were also investigated. The result indicates that the structures of compounds created at 650 degree centigrade were distributed densely; the grain size of the substances and the compounds was increased with the infiltration temperature.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.670-675
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• 2006

The purpose of this study is the infiltration characteristics of soil cut-slope by the repetition & concentration rainfall. The maximum rainfall concentrate from June until September which is a rainy season in our country Stability analysis of soil cut-slopes has been conducted by limit equilibrium method on Seep/w and finite element method on Slope/w.

• 상하수도학회지
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• 제19권3호
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• pp.348-356
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• 2005

Water quality sampling surveys and continuous measurement of flow were conducted to identify wastewater flow characteristics for representative catchment of O and M treatment basins in A city. For HS-1 station representing commercial area, wastewater flow rises in the beginning of office-working hours, moves up and down within narrow range, and lasts till office-leaving hour, and falls gradually reflecting worker's returning home. However, in HS-2 station representing residential area, wastewater flow has two peaks, which are before office-going hour and after office-leaving hour. In residential area, the flow rate of weekends is higher than that of weekdays because it reflects population, being not contributed to generate wastewater during the working hours of weekdays, stay home and produce wastewater for weekends period. To determine the priority for rehabilitation of sewer system, infiltration rate was computed by dividing infiltration flow by mean diameter and total length of sewer, and HS-1 station ranked the first.

• 아시안잔디학회지
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• 제17권2_3호
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• pp.87-97
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• 2003

The growth characteristics of creeping bentgrass seeded in the seaside landfill golf course are as follows. 1. As a result of analysis on the chemical characteristics of soil mixture used for turfgrass ground in this experiment, soil pH was 7.9, which is somewhat higher than the creeping bentgrass reference value of pH 5.5∼6.5; T-N(%) was 0.02, which is proper for the reference value, and trace element too lacked. 2. The cultivar with the fastest water infiltration was Seaside II recorded as 226.2cm/sec, while that with the slowest water infiltration was Pennlinks recorded as 141.1 cm/hr which was too faster than the USGA water infiltration reference value of 15∼30cm/hr. For the surface hardness of turfgrass ground with different cultivars, no statistically significant variation was found between the Penncross grass and the Pennlinks recorded as 18.6mm and 19.1 mm, respectively. The soil penetration was the highest in Pennlinks recorded as 7.6kg/$\textrm{cm}^2$ and lowest in Penn A-1 as 6.1kg/$\textrm{cm}^2$. 3. As a result of evaluation on visual quality at the early stage of growth, Penncross showed the most excellent visual quality compared to the others. However, Penn A-1 showed the most excellent visual quality at a late stage of growth around Sep. 17, 2003, and it was also excellent in the evaluation of visual color. Seaside II showed higher density around the root and the longest root length and was highly resistant to salt compared to others, but the initial sprouting rate was not satisfied, and the visual quality in the summer season was inferior to others. 4. As a result of measurement of the traffic injury, Penncross showed the most tolerant to the traffic stress and Pennlinks showed the most susceptible.

• 한국산림과학회지
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• 제83권3호
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• pp.391-399
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• 1994

임지(林地)의 지피상태별(地被狀態別) 침투능(侵透能)을 조사, 분석하여 임지의 수저유(水貯留) 특성(特性)을 밝히고, 임지의 수보전기능(水保全機能)을 계량화(計量化)하기 위해 경북(慶北) 경주군(慶州郡) 내남면(內南面) 용장리(茸長里) 소재(所在) 영남대학교(嶺南大學校) 농축산대학(農畜産大學) 부속(附屬) 연습림(演習林)에서 1993년(年) 6월(月)부터 9월(月)에 걸쳐 수행한 연구결과는 다음과 같다. 1. 지피상태에 따른 임지 표층 (0~20cm)의 침투능은 참나무림지 > $A_o$층을 제거 한 참나무림지 > $A_o$층을 제거한 소나무림지>소나무림지>임간라지(林間裸地)>초지(草地)의 크기 순위였다. 2. 강우강도(降雨强度)의 증대에 따른 지피상대별 침투능의 순향(順向)은 큰 변화가 없었고, 침투능의 절대량(絶對量)은 증가하였다. 3. 침투능과 그 영향인자들과의 상관관계(相關關係)에 있어 서 침투능은 토양경도(土壤硬度) 및 전공극량(全孔隙量)과 고도(高度)의 상관이 있었다. 4. Horton의 침투식(侵透式) 모형(模型)에 근거한 침투방정식(侵透方程式)을 지피상태별로 각각 추정(推定)할 수 있었다. 5. 전공극과 토양경도를 이용하여 나타낸 침투능으로 임지의 수저류량 추정모델을 산출(算出)할 수 있었다. 본 연구에서는 침투능이 산지지피상태에 따라 차이를 보이고 있음을 밝혔고, 침투능에 영향을 미치는 주요인자를 구명함과 동시에 추정식을 산출하였다. 이 결과로 산지의 수원함양기능의 계량화에 접근할 수 있었으며 또한 산지의 효율적인 수자원 관리를 위한 대책수립에 도움을 줄 것으로 기대된다.

• 한국조경학회지
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• 제30권1호
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• pp.96-104
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• 2002

This study was conducted to investigate physical properties of soil and turfgrass wear characteristics within turfgrasses inside or outside the stadium A 1/1000 scale model Inchon world cup soccer d[me was constructed for this test. Turfgrasses planted inside and outside the model dome were; Kentucky bluegrass(KB), Kentucky bluegrass + perennial ryegrass mixture (KB+PR), Kentucky bluegrass + tall fescue + perennial ryegrass mixture (KB+TF+PR), Zoysia japonica 'Anyangjungzii'(ZA) and Zoysia japonica 'Zenith\`(ZZ). The rootzone was constructed by the multi-layer method (United States Golf Association method). Traffic on turfgrasses was treated with a 120kg roller. Surface soil hardness, soil penetration and water infiltration values on cool-season grasses(KB, KB+PR, KB+TF+PR) was found to be better for soccer play compared to zoysiagrasses(ZA, ZZ). No big differences in surface soil hardness, soil penetration and water infiltration values were found between inside and outside of the model dome. Wear damage on cool-season grasses caused by the traffic treatment was low compared to zoysiagrasses. However, there was no difference in wear damage by the traffic treatment within cool-season grasses while wear damage on ZA was higher than on ZZ within zoysiagrasses. It could be concluded that physical properties and wear characteristics on cool-season grasses were much better for soccer play than on zoysiagrasses.

• 한국물환경학회지
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• 제32권1호
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• pp.36-45
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• 2016

강우유출수 오염물 제거를 위한 침투시설에서 모래필터가 널리 적용된다. 공극폐색, 즉 필터 여재에 부유물이 침전되면 침투능이 저하되어 침투시설의 기능과 수명이 단축된다. 침투시설의 효과적인 설계 및 유지관리를 위해 모래필터 내의 물리적, 화학적, 생물학적 폐색 특성을 알아야 한다. 이 논문에서는 여재 깊이 변화에 따른 모래필터의 물리적 폐색 특성변화를 검토하였다. 연직방향, 변수위 침투조건에서 시행한 실험실 컬럼 침투실험으로부터 이들 특성변화를 관찰하였다. 실험결과, 폐색현상의 결과로서 필터의 여재 깊이가 증가할수록 부유물 제거효율이 증가하지만, 필터의 성능유지 기간은 감소하는 현상을 보였다. 모든 여재 깊이 조건에서 여재 깊이의 상부 15%에서 100~250 μm의 부유물이 침전되면서 폐색현상이 발현하는 조기폐색이 발생했다. 결과에 근거하여 침투시설의 첫번째 유지관리 시침투능 확보를 위해 여재깊이의 상부 15%를 긁어내는 방법을 제안할 수 있었다.

• 한국토양비료학회지
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• 제42권Spc호
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• pp.40-44
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• 2009

이 연구는 Rock-dust로 채워진 농업 용지(Technosol)의 환경에서 물이 보이는 침투성과 삼투성의 특정을 파악하고자 수행되었다. 이 실험은 A와 B 두 장소에서 이루어졌으며 피실험지의 토양층은 각각 4가지 층으로 분류되었다. 모든 토양층의 토성은 미사질 양토로 분석되었으며 장소 A의 가장 낮은 층에서만은 양질사토였다. 두 토양에서, 각 토양층에 대한 용적밀도는 $1.49g{\cdot}cm^{-3}$을 대체로 상회하였으며, 이는 통상적인 medium textured mineral soil의 $1.25g{\cdot}cm^{-3}$을 크게 웃도는 값이다. 경운 직후 측정된 장소 A의 표토는 이보다 낮았다. 두 토양 표면에서의 $P_2O_5$의 집적은 각각 1962 (A), 1613 (B)$mg{\cdot}kg^{-1}$이었다. 이러한 집적은 3.2~6.5번에 걸쳐서 $300{\sim}500mg{\cdot}kg^{-1}$만큼 작물 생장에 알맞은 규모로 이루어졌다. 두 토양 표변에서의 Infiltration rate는 3.54 (A), 2.85 (B)$cm{\cdot}hr^{-1}$이었으나 각 토양층에 대한 percolation rate는 0.3 이하 (A), 0.003 이하 (B)$cm{\cdot}hr^{-1}$였다. 이러한 결과들은 표토가 동의 작용을 받은 반면 심토는 암분의 농업용지 형성 과정에서 생겨난 구조적인 문제인 바위 부스러기의 응집과 농업기계에 대한 다짐현상으로 인한 것임을 의미한다고 여겨진다.

• 상하수도학회지
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• 제23권3호
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• pp.321-329
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• 2009

I/I(Infiltration/Inflow) characteristics should be studied to achieve I/I reduction which is a main object of sewer rehabilitation. However, The scientific and practical studies which are based on actual survey within the country are not thorough going enough. The earlier studies were limited because of a short research period and specific region. Thus, In this study, a formula is deduced by intensive correlation analysis between defective number and I/I volume in sewer pipe. It can be used as preliminary data when the project established for cost-effective pipe rehabilitation. The study shows that the researched region have a faulty point at every 9.3m on average and prove correlation between defective number and I/I volume in sewer pipes. Thus, this study can improve the investigation system and estimate the volume of the pipe rehabilitation, when site investigations for rehabilitation have been conducted.

• KIEAE Journal
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• 제13권1호
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• pp.9-15
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• 2013

This study aims to analyze, by forming an experimental area of artificial soil green area that is of equal scale and analyzing the characteristics of runoff water in accordance with the cross-section configuration, applied the benefits in an actual multi-housing case study complex. In examining the measurement test results of the runoff water infiltration amount and surface runoff amount of a low-profile type green area(Dish type) and a general type green area(Mound type), Dish type was seen to have 1.5-times higher runoff water infiltration amount than Mound type during heavy rainfalls and showed about a 50% reduction with respect to the surface runoff amount. In other words, artificial soil green area offers the benefit of reduction of surface runoff amount and suggests, in actuality even with a change to the cross-sectional configuration of artificial soil green area alone at the time of construction of multi-housings, the possibility of benefits and reduction of costs spent on existing rainwater management facilities.