• 한국농공학회지
• /
• 제44권2호
• /
• pp.99-106
• /
• 2002

This study is performed to examine pH reduction by neutralization treatment and curing condition of porous concrete using rice straw ash for planting. Test results show that pH of porous concrete without neutralization treatment in the dry and water curing is 10.34 ∼ 10.57 and 9.42 ∼ 9.72, respectively. pH of porous concrete by neutralization treatment in the dry and water curing is 9.72 ∼ 10.03 and 9.00 ∼ 9.37, respectively. Accordingly, the best method for pH reduction of porous concrete for planting is to use water curing and neutralization treatment.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
• /
• pp.69-74
• /
• 2003

This study evaluated durability through measurement of substituted test piece's pH degree and experiments of neutralization. Comparing and evaluating cared test piece's pH degrees which we got before the neutralization and after the neutralization. After evaluating neutralization depth through neutralization, evaluating neutralization properties by Fly Ash replacement ratio. pH degree was decreased by cement replacement ratio of Fly Ash. And in the case of substitution of the same amount of Fly Ash, fine aggregate replacement ratio was increased. When the test piece, which had been cared in high temperature, was promoted to neutralization, Among the test piece which was replaced with Fly Ash 40%, the test piece which has high rate of fine aggregate proved opposition of neutralization Through the test, Ⅰ summarized that the test piece cared in high temperature was mostly effected by compress strength, the test piece cared in low temperature was mostly effected by pH degree.

• 제어로봇시스템학회논문지
• /
• 제12권12호
• /
• pp.1178-1183
• /
• 2006

This paper is concerned with the modeling and identification of pH neutralization process as nonlinear chemical system. The pH control has been applied to various chemical processes such as wastewater treatment, chemical, and biochemical industries. But the control of the pH is very difficult due to its highly nonlinear nature which is the titration curve with the steepest slope at the neutralization point. We apply SVM which have become an increasingly popular tool for machine teaming tasks such as classification, regression or detection to model pH process which has strong nonlinearities. Linear and radial basis function kernels are employed and each result has been compared. So SVH based on kernel method have been found to work well. Simulations have shown that the SVM based on the kernel substitution including linear and radial basis function kernel provides a promising alternative to model strong nonlinearities of the pH neutralization but also to control the system.

• 한국지하수토양환경학회지:지하수토양환경
• /
• 제26권6호
• /
• pp.65-73
• /
• 2021

Since the amount of red mud, generated from aluminum smelting process as a by-product, has increased worldwide, the recycle and metal resource recovery from the red mud is becoming more important. In this study, in order to recycle the red mud as a soil stabilizer to remediate arsenic contaminated soils, neutralization of red mud was investigated. Red mud was neutralized by washing with distilled water and NaCl, CaCl₂, FeCl₃, and HCl solutions and heating at 200-800℃, and arsenic stabilization characteristics in soils were evaluated with the neutralized red mud. Although washing with distilled water was not effective in neutralizing red mud, the application of the washed red mud to soils lowered the soil pH compared to the application of untreated red mud. Among NaCl, CaCl₂, FeCl₃, and HCl solutions, washing with FeCl₃ showed the most effective in lowering pH of the red mud from pH 10.73 to pH 4.26. Application of the neutralized red mud in soils resulted in quite different arsenic stabilization efficiency depending on soil samples. In M1 soil, which showed relatively high arsenic stabilization efficiency by untreated red mud, the neutralization of red mud resulted in little effect on arsenic stabilization in soil. On the other hand, in M2 soil, which showed low arsenic stabilization efficiency by untreated red mud, the neutralization of red mud increased arsenic stabilization significantly. Soil characteristics such as clay minerals and pH buffering capacity seemed to affect reactions between red mud and soils, which resulted in different effects of the red mud application on soil pH and arsenic stabilization efficiencies.

• 제어로봇시스템학회:학술대회논문집
• /
• 제어로봇시스템학회 2003년도 ICCAS
• /
• pp.2617-2622
• /
• 2003

The pH neutralization process has long been taken as a representative benchmark problem of nonlinear chemical process control due to its nonlinearity and time-varying nature. For general nonlinear processes, it is difficult to control with a linear model-based control method so nonlinear controls must be considered. Among the numerous approaches suggested, the most rigorous approach is the dynamic optimization. However, as the size of the problem grows, the dynamic programming approach is suffered from the curse of dimensionality. In order to avoid this problem, the Neuro-Dynamic Programming (NDP) approach was proposed by Bertsekas and Tsitsiklis (1996). The NDP approach is to utilize all the data collected to generate an approximation of optimal cost-to-go function which was used to find the optimal input movement in real time control. The approximation could be any type of function such as polynomials, neural networks and etc. In this study, an algorithm using NDP approach was applied to a pH neutralization process to investigate the feasibility of the NDP algorithm and to deepen the understanding of the basic characteristics of this algorithm. As the global approximator, the neural network which requires training and k-nearest neighbor method which requires querying instead of training are investigated. The global approximator requires optimal control strategy. If the optimal control strategy is not available, suboptimal control strategy can be used even though the laborious Bellman iterations are necessary. For pH neutralization process it is rather easy to devise an optimal control strategy. Thus, we used an optimal control strategy and did not perform the Bellman iteration. Also, the effects of constraints on control moves are studied. From the simulations, the NDP method outperforms the conventional PID control.

• 자원환경지질
• /
• 제51권4호
• /
• pp.359-370
• /
• 2018

기존 연구에서 초임계$CO_2$($scCO_2$)-물-순활골재 반응을 이용한 폐콘크리트 순환골재의 중성화(pH 저감) 처리에서 가장 문제시되었던 오랜 처리시간의 한계(최대 50일)를 최소 3시간까지 단축하는 배치실험과 칼럼실험을 수행하였다. 모르타르(골재를 포함하지 않은 시멘트+모래 혼합체)와 모르타르에 골재를 포함하는 2 종류의 순환골재를 실험에 사용하였다. 입자 크기별로 분류한 세 종류의 폐모르타르 시료에 대하여 $scCO_2$-물-폐모르타르 반응 시간을 1시간부터 24시간까지 다하게 설정하여 반응시킨 후, 폐모르타르의 pH가 지속적으로 9.8 이하로 낮게 유지되는 최소 반응시간을 결정하는 용출 배치실험을 실시하였다. 실제 현장에서 다량의 순환골재를 중성화 처리하는 경우 비평형상태에서 용출이 발생하는데, 이러한 kinetic 효과를 고려한 순환골재의 실제 pH 저감 효율을 측정하고자 대형 칼럼 연속 용출 실험을 실시하였다. 배치실험의 경우, 고압셀 내부에서 3차 증류수 70 mL와 순환골재 시료 35 g을 혼합한 후 100 bar, $50^{\circ}C$ 조건에서 1시간 ~ 24시간 동안 반응시켜 중성화 처리하였다. 처리 후 건조시킨 폐모르타르 시료 10 g + 증류수 50 ml의 비율(1:5 비율)로 혼합하여 10분 동안 150 rpm으로 교반한 후 정치시키고, 총 15일 동안 용출시간 별로 용출수의 pH를 측정하였다. 중성화 처리 후 순환골재의 광물학적 변화를 확인하기 위하여 처리 전/후 XRD, TG/DTA 등의 분석을 실시하였다. 대형 칼럼(직경 16 cm, 높이 1 m) 용출실험을 위해 순환골재 2 종류를 대상으로 3시간 동안 중성화 처리한 순환골재와 처리하지 않은 순환골재로 칼럼을 충진한 후, 증류수를 칼럼 상부에 설치된 스프링클러를 통하여 일정하게 총 220 L를 주입하였다. 칼럼에 충진된 순환골재를 통과하여 하부로부터 유출되는 유출수의 pH와 $Ca^{2+}$ 농도를 시간별로 측정하였다. 배치실험 결과 폐모르타르 시료(직경 10 ~ 13 mm)의 경우 3시간의 중성화 처리에 의해 용출액의 pH가 법적 허용기준인 9.8이하를 유지하는 것으로 나타났다. $scCO_2$ 반응 후 골재의 XRD, TG/DTA 분석 결과, 중성화 처리에 의해 시멘트 모르타르의 주성분인 포틀랜다이트($Ca(OH)_2$) 성분이 감소한 반면 방해석($CaCO_3$)이 2차 광물로 생성됨을 알 수 있었다. 칼럼 실험 결과 중성화 처리한 순환골재의 용출수는 kinetic 효과를 고려한 경우에도 굵은골재와 잔골재 모두 용출수의 pH가 9.8 이하로 유지되어, $scCO_2$를 이용한 순환골재의 3시간 중성화 처리에 의해 건설현장에서 재활용이 가능한 것으로 밝혀졌다.

• 대기
• /
• 제29권4호
• /
• pp.403-416
• /
• 2019

Precipitation samples were collected at the GAW Stations in Anmyeon-do and Gosan for 10 years (2008-2017) to analyze pH, electrical conductivity and NH₄⁺, Na⁺, K⁺, Mg²⁺, Ca²⁺, SO₄^2-, NO₃^-, Cl^-, and F^- ions. From the analysis, the correlation between pH and rainfall, the composition of precipitation and comparison with other regions, and the results of neutralization characteristics by seasonal and pH were determined. In the comparison of ion balance and conductivity for the validation of analytical data, the correlation coefficients were within the range of 0.996~0.999, implying good linear relationship. The volume-weighted pH of the Anmyeon-do and Gosan areas were 4.7 and 4.9, respectively. The pH of the rainfall was affected by washout and rainout in both areas. The ionic strength of precipitation at Anmyeondo and Gosan were 0.42 ± 0.63 mM and 0.37 ± 0.75 mM, indicating about 27.6% and 35.3% of the total precipitation as per a pure precipitation criterion (10^-4 M), respectively. The composition ratio of ionic species were 44.7% and 57.5% for marine sources (Na⁺, Mg²⁺, Cl^-), 40.6% and 22.2% for the secondary inorganic components (NH₄⁺, nss-SO₄^2-, NO₃^-), and 5.6% and 4.0% for the soil source (nss-Ca²⁺), respectively. The neutralization factor of Anmyeon-do and Gosan were 0.43~0.65 and 0.34~0.48, and the neutralization factors of calcium carbonate were 0.15~0.34 and 0.25~0.30, respectively. Thus, both regions have the highest rate of neutralization caused by ammonia. As pH increased in Anmyeon-do and Gosan, change in calcium carbonate became greater than that in ammonia.

• 한국산림과학회지
• /
• 제90권1호
• /
• pp.133-138
• /
• 2001

토양의 산중화 반응 결과로 나타나는 염기성 양이온의 유실과 Al의 가동성 증가는 산림 쇠퇴징후가 나타난 대기오염 지역의 공통된 특징이다. 따라서 산림토양의 산성화 민감도를 결정짓는 산중화 반응을 보다 용이하게 평가하기 위하여 토양산성도 인자를 이용한 산중화 반응 예측모형을 개발하였다. 조사대상지인 남산, 강화, 울산, 홍천의 토양산성도는 동일 지역순으로 높았으며(P<0.05), 이는 토양칼럼 실험에서 추가 산유입($16.7mmol_c/kg$)에 대한 지역별 총 산중화능($ANC_H$)과 상반된 결과였다. 모든 지역에서 염기치환과 Al 용해가 주된 산중화 기작이었으며, 총 산중화능이 낮은 지역일수록 염기치환 산중화능은 낮은 반면 Al 용해 산중화능이 높게 발휘되었다. 황산이온 흡착에 의한 산중화능은 대조지역인 홍천에서 가장 높았으나 산중화율은 6.4%로 매우 낮은 수준이었다. 토양산성도 인자를 이용하여 토양산중화 반응을 예측하기 위한 단순회귀모형과 다중회귀모형의 수정결정계수는 각각 0.52(P<0.04)와 0.89(P<0.01) 이상으로 이들 회귀모형이 토양산성화 민감도와 관련된 산중화 반응을 예측하는데 보다 용이하게 활용될 것으로 판단되었다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
• /
• pp.576-579
• /
• 2004

In order to offer the condition of plant survival, present the method to reduce pH of porous concrete. Water curing is the most suitable method for reducing pH. Water/cement ratio is lower pH in $25\%$ than $30\%$, and to reduce pH, the larger size of coarse aggregate is more proper in the same water/cement ratio, neutralization management after becoming solid than early.

• 한국토양비료학회지
• /
• 제33권5호
• /
• pp.356-360
• /
• 2000

우리나라 강우의 pH 분포와 산성도 중화에 미치는 $NH_4{^+}$ 및 $Ca^{2+}$ 영향을 평가하기 위하여 1993, 1994, 1995, 1997 및 1998년 각각 5월부터 10월까지 6개월 동안 안성지역에 내린 강우의 주요 이온들의 함량을 조사한 결과, 강우의 산성도 분포는 pH 5.0~5.6의 범위가 가장 많았으며 pH 5.6 이상의 강우는 연차적으로 점차 감소하는 경향이었다. 빗물중 $SO_4{^2-}$와 $NO_3{^-}$의 당량비는 1994년 이후 점차 증가하여 빗물중에 함유된 음이온중 $SO_4{^2-}$가 차지하는 비중이 점차 높아졌다. $[H^+]+[NH_4{^+}]+[Ca^{2+}]$의 역대수 값으로 계산되는 이론적 산성도는 측정된 pH값에 비해 5.0~12.6배 높았고 대기중에 존재하는 알카리 물질들에 의한 빗물의 월별 중화력은 강우량이 많은 7월과 8월에 가장 적었다. 또한 빗물의 산성도 중화에는 $NH_4{^+}$가 $Ca^{2+}$ 보다 기여도가 컸으며, 두 이온에 의한 빗물의 중화는 점차 감소하는 경향을 나타냈다.