• 한국수자원학회논문집
• /
• 제33권5호
• /
• pp.635-645
• /
• 2000

감조하천에서는 수위, 유량과 조석이 상호관련이 있다. 특히 저수위에서 조석의 영향을 감안하지 않은 수위-유량관계는 부정확하다. 본 논문에서는 수위와 조위의 수면차를 변수로 하여 감조하천에서의 유량을 계산할 수 있도록 하였다. 이를 위해 태화강 감조부에 위치한 울산수위관측소 지점의 저수위 유량을 수위 및 수위와 조위의 수면차로 나타내는 다중회귀식을 개발하였으며, 기존의 수위-유량곡선식과 비교한 결과 우수한 적용성을 확인하였다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2002년도 봄 학술발표회 논문집
• /
• pp.111-118
• /
• 2002

Recent study of soft clay of Nakdong-River basin has been taken correlation between soil properties by regression analysis without distribution whether the sample is disturbed or not, or treated as a whole area without proposing local correlation equation to Jang-U or Dae-Joe which has a specific locality. Accordingly, Those tendency cause the reliability of correlation between compression index and void ratio low and then design underestimate and uncertain eventually. In this study, Distributing the soft clay of Nakdong-River basin with failure strain of 6%, the suggestion by Skempton(1957), TakeNaka(1966)-the more sample is undisturbed, the more the ratio of E$\_$50/ and ｑ$\_$u/, ${\alpha}$ = E$\_$50//(q$\_$u//2) = 1/$\varepsilon$$\_$50/ is high-is satisfied with the value of which ${\alpha}$ is 50 and It could be taken enough data in the condition of domestic. Besides other indices also make the distribution suitable. In conclusion, This study is supposed to propose the locally subdivided regression equation between compression index and void ratio considering the sample disturbance.

• 한국통신학회논문지
• /
• 제33권5C호
• /
• pp.403-412
• /
• 2008

본 논문은 등가의 Wiener-Hopf 방정식의 해를 LMS 알고리즘을 이용하여 구할 수 있는 방법과 격자필터에서 직접적으로 TDL 필터의 계수를 구할 수 있는 방법을 제안한다. 이를 위해 격자필터를 이용하여 생성한 직교입력 신호를 등가의 Wiener-Hopf 방정식에 적용하여 그 해를 최소평균자승 알고리즘을 이용하여 순환적으로 구하는 방법을 보인다. 이와 같은 경우 기존에는 오차와 regression 계수를 순환적으로 구할 수 있는데 반하여 본 논문에서는 오차와 TDL 필터의 계수를 순환적으로 구할 수 있는 장점이 있다. 또한 제안한 알고리즘의 수렴적 특성을 이론적으로 고찰하였다. 그 결과는 전통적 해석과 유사하게 나타남을 알 수 있었다. 성능 평가 결과를 통해 제안한 알고리즘이 매우 우수한 성능을 나타내고 있음을 확인하였다.

• Journal of Biosystems Engineering
• /
• 제9권2호
• /
• pp.27-36
• /
• 1984

This study was carried out to investigate the effects of the tilling depth, tilling travel speed and soil shear stress on the tilling load characteristics and power requirement for rotary tillers. The results obtained from the study are summarized as follows. 1. The average and maximum PTO torque increased as the tilling depth, tilling pitch and soil shear stress increased. A multiple linear regression equation to estimate the average PTO torque in terms of the above parameters was developed. 2. The ratios of maximum PTO torque to the average torque were in the range of 1.17 to 1.65 for the various tilling conditions tested. The variation in PTO torque increased greatly as the tilling pitch and soil shear stress increased, but decreased as the tilling depth increased. 3. Power requirement for the PTO shaft increased with the tilling depth, travel speed and soil shear stress, but decreased slightly as the tilling pitch increased. A multiple linear regression equation to estimate power requirement for the PTO shaft in terms of the above parameters was developed. 4. The specific power requirement for the rotary tiller was in the range of $0.008-0.015ps/cm^2$ for the various tilling conditons tested. The specific tilling capacity decreased as the tilling depth and soil shear stress increased, but increased with the tilling pitch. A multiple linear regression equation to estimate the specific tilling capacity in terms of the above parameters was developed.

• ALGAE
• /
• 제23권4호
• /
• pp.289-294
• /
• 2008

To estimate seaweed biomass or standing crop, a nondestructive sampling can be beneficial because of not much destroying living plants and saving time in field works. We suggest a methodological procedure to estimate seaweed biomass per unit area in marine benthic habitats by using species-specific regression equations. Percent cover data are required from the field samplings for most species to convert them to weight data. However, for tall macroalgae such as kelps we need density data and their size (e.g., size class for subtidal kelps) of individuals. We propose that the field sampling should be done with 5 replicates of 50 cm x 50 cm quadrat at three zones of intertidals (upper, middle, lower) and three depth points (1, 5, 10 m) in subtidals. To obtain a reliable regression equation for a species, a substantial number of replicate is necessary from destructive samplings. The regression equation of a species can be further specified by different locality and different season, especially for the species with variable morphology temporally and spatially. Example estimation carried out in Onpyung, Jeju Island, Korea is provided to compare estimated values with real weight data.

• 산업기술연구
• /
• 제28권B호
• /
• pp.175-183
• /
• 2008

This study reviewed and compared the measured value with the calculated sediment loads value by the existing theory equation, after actually measuring the suspended load, focusing on locality river in Gangwon province. Next, it suggested the application problems of the existing sediment loads calculation equation in case of rivers in Gangwon province, and suggested the proper sediment loads calculation equation to rivers in Gangwon province, after implementing the statistical regression analysis by using the measured data for 5 rears, 2003 ~ 2007.

• 한국환경과학회지
• /
• 제11권12호
• /
• pp.1275-1279
• /
• 2002

This study was performed to improve water demand estimation and analize correlation between generation of domestic sewage and domestic water use. To improve the prediction of water demand estimation, new water demand equation was developed. The results is as follows. $InQ_t = {\beta}_0+{\beta}_1InP_t+{\beta}_2InY_t+{\beta}_3InH_t+{varepsilon}_t$By using the statistical analysis of the "generation of domestic sewage" and "domestic water use", the regression equation between them is formed. The result is as follows. Generation of domestic sewage : 0.8487 $\times$ Domestic water use + 684.57 ($R^2$= 0.972)>$R^2$= 0.972)

• 한국산림과학회지
• /
• 제6권1호
• /
• pp.1-5
• /
• 1967

We studied on the bark Percentage of red pine (Pinus denssiflora S & Z) and tarch (Larix Kaemdferi sargent) and obtained the results as follows: (1) For diameter classes from 8 to 38 cm in red pine. the linear equation adopts the relation of the bark percentage to the diameter more accurately than the logarithmic equation. (2) The difference between the regression equation of the bark percentage between red pine and Larch is significant and the correlation cofficient in red Pine is high so that standard error of red Pine is lower than its value of Larch. We established, therefore the tables of bark percentage for each species by applying the following regression equations. red Pine Y=10.08205-0.08794x Larch Y=10.3527-0.17071x.

• 한국지반공학회논문집
• /
• 제19권6호
• /
• pp.371-378
• /
• 2003

한반도 서, 남해안 해성점토에 대하여 초기간극비와 자연함수비 및 액성한계의 물리적 특성과 압축지수와의 상관성을 규명하기 위해 비교적 신뢰성이 크다고 볼 수 있는 대형 항만 공사용 최근자료를 분석하였다. 시료교란의 정도를 분석하기 위하여 각 표본별 실내압밀시험을 실시하고 Schmertmann이 제안한 방법으로 보정하여 수정압축지수를 산정하였다. 또한 이들 자료를 토대로 실내압밀시험으로부터 얻어진 압축지수를 경험적 방법에 의하여 보정한 후 현장 처녀압축곡선과의 관계를 분석하고, 단순회귀분석, 다중회귀분석 및 비선형 회귀분석을 실시하여 최적의 회귀모델을 구한 후 해성점토에 적용할 수 있는 토질특성과 시료교란의 영향을 고려한 압축지수와의 상관 관계식을 제안하였다. 분석 결과, 시료교란의 영향을 경험적 방법으로 평가해 본 결과 현장 압축지수는 실험실 압축지수의 1.16배정도 크게 평가되었다. 해성점토의 물리적 특성과 압축지수의 상관성에 대한 최적의 회귀모형은 토질정수의 누승식 또는 지수승식 형태의 비선형회귀식이 가장 적합한 것으로 나타났다. 또한, 설계 및 실무에 보다 쉽게 적용할 수 있도록 하기 위하여 선형관계식을 사용하는 경우에는 압축지수의 상관식을 물성치의 구간에 따라 구분하여 사용하는 것이 바람직하다.

• 환경영향평가
• /
• 제21권6호
• /
• pp.917-925
• /
• 2012

In this study, we report the runoff characteristics of pollutants for Tamjin A and B watershed in Tamjin river basin using statistical analysis, such as correlation analysis and regression equation. Flow rate and water qualtiy data collected from 2 sampling sites(Tamjin A and B watershed) during 3 years(2009~2011) were analyzed for biochemical oxygen demand(BOD), total nitorgen(TN), total phosphorus(TP) and suspended solid(SS). The results showed that strong correlations were observed between flow rate and SS in Tamjin A, while weak correlations were observed among the BOD, TN, and TP. In Tamjin B, strong correlations were observed among the flow rate, SS and T-P except BOD and TP. Meanwhile, the values of $R^2$ for regression equations between flow rate and pollutants load were greater than 0.7. Results of these statistics indicated that there was a good agreement between flow rate and pollutants load. Also, the flow rate exponents of regression equations for BOD, TN, and TP were smaller than 1 in Tamjin A. In Tamjin B, flow rate exponents of regression equation for BOD and TP were smaller than 1. These results indicated that concentrations of BOD, TN, TP in Tamjin A and concentrations of BOD and TP were decreased as the flow rate was increased. This means that rater than nonpoint sources, point sources affect BOD, TN and TP in Tamjin A and BOD and TP in Tamjin B.