• 대한간호학회지
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• 제7권2호
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• pp.43-59
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• 1977

The Community Health Service considers the family as a service unit and places the emphasis of its service on the health problems and the nursing needs of the family rather than the individual. From the conceptual point of view that tile community health service is both health maintenance and health promotion of the family, the community health nurse should have a knowledge of the growth and development of the family and be responsible for the comprehensive support of normal family development. The community health nurse often is in a position to make a real contribution to normal family development. In order to investigate the relationship between the areas of nursing need and family development, the following objectives were established 1. To discover the general characteristics of the study population by the stage of family development. 2. To discover specific nursing needs in relation to the family developmental stage, and to determine the intensity of the nursing needs and the ability of the family to cope with these needs. 3. To discover overall family health nursing problems in relation to the family developmental stage and determine the intensity of the nursing need and the problem solving ability of family. Definitions : The family developmental stages as classified by Dually were used stage 1. Married couples(without children) stage 2. Childbearing Families (oldest child birth to 30 months of age) stage 3. Families with preschool children (oldest child 2½-to 6 years) stage 4. Families with schoolchildren (oldest child 6 to 13 years). stage 5. Families with teenagers (oldest child 13 to 20 years) stage 6. Families as launching centers (first child gone to last child′s leaving home). stage 7. Middle- aged parents (empty nest to retirement) stage 8. Aging family member (retirement to death of both spouses) The areas of nursing need were defined as those used in the study, "A Comprehensive Study about Health and Nursing Need and a Social Diagram of the Community", by tile Nursing research Institute and Center for population. and Family Planning, July 1974. The study population defiled and selected were 260 nuclear families ill two myron of Kang Hwa Island. Percent, mean value and F- test were utilized in tile statistical analysis of the study result. Findings : 1. General characteristics of the study population by tile family developmental stage ; 1)The study population was distributed by the family developmental stage as follows : stage 1 : 3 families stage 2 : 13 families stage 3 : 24 families stage 4 : 41 families stage 5 : 50 families stage 6 : 106 families stage 7 : 13 families stage 8 : 10 families 2) Most families had 4 or 5 members except for those in stage, 1, 7, and 8. 3) The parents′ present age was older in the higher developmental stage and their age at marriage was also younger in the higher developmental stages. 4) The educational level of parents was primarily less than elementary school irrespective of the developmental stage. 5) More than half of parents′ occupations were listed as laborers irrespective of the developmental stage, 6) More than half of the parents were atheists irrespective of the developmental stage. 7) The higher the developmental stage(from stage 2 to stage 6 ), the wider the distribution of children′s ages. 8) More than half of the families were of middle or lower socio-economic level. 2. Problems in specific areas of nursing need by family developmental stage, the intensity of nursing need and the problem solving ability of the family : 1) As a whole, many problems, irrespective of the developmental stage, occurred in tile areas of Housing and Sanitation, Eating Patterns, Housekeeping, Preventive Measures and Dental care. Problems occurring ill particular stages included the following ; stage 1 : Prevention of Accident stage 2 : Preventive Vaccination, Family Planning. stage 3 : Preventive Vaccination, Maternal Health, Family Planning, Health of Infant and Preschooler. stage 4, 5 : Preventive Vaccination, Family Planning, Health of School Children. stage 6 : Preventive Vaccination, Health of School Children. 2) The intensity of the nursing need in the area of Acute and Chronic Diseases was generally of moderate degree or above irrespective of the developmental stages except for stage 1. Other areas of need listed as moderate or above were found in the following stages: stage 1 : Maternal Health stage 3 . Horsing and Sanitation, Prevention of Accident. stage 4 . Housing and Sanitation. stage 5 : Housing and Sanitation, Diagnostic and Medical Care. stage 6 : Diagnostic and Medical care stage 7 : Diagnostic and Medical Care, Housekeeping. stage 8 : Housing and Sanitation, Prevention of Accident, Diagnostic and Medical Care, Dental Care, Eating Patterns, Housekeeping. 3) Areas of need with moderate problem solving ability or less were as follows : stage 1 : Diagnostic and Medical Care, Maternal Health. stage 2 : Prevention of Accident, Acute and Chronic Disease, Dental Care. stage 3 : Housing and Sanitation, Acute and Chronic Disease, Diagnostic and Medical Care, Preventive Measure, Dental Care, Maternal Health, Health of Infant and preschooler, Eating Patterns. stage 4 : Housing and Sanitation, Prevention of Accident, Diagnostic and Medical Care, Preventive Measure, Dental Care, Maternal Health, Health of New Born, Health of Infant and Preschooler, Health of school Children, Eating Patterns, Housekeeping. stage 5 . Housing and Sanitation, Prevention of Accident, Acute and Chronic Disease, Diagnostic and Medical Care, Preventive Measure, Dental Care, Preventive Vaccination, Maternal Health, Eating Patterns. stage 7, 8 : Housing and Sanitation, Prevention of Accident, Acute and Chronic Disease, Diagnostic and Medical Care, Preventive Measures, Dental Care, Preventive Vaccination, Eating Patterns , Housekeeping. Problem occurrence, the degree of nursing need and the degree of problem solving ability 1 nursing need areas for the family as a whole were as follows : 1) The higher the stages(except stage 1 ), the lower the rate of problem occurrence. 2) The higher the stage becomes, the lower the intensity of the nursing need becomes. 3) The higher the stages (except stages 7 and 8), the higher. the problem solving ability. Conclusions ; 1) When the nursing care plan for the family is drawn up, depending upon the stage of family development, higher priority should be give to nursing need areas ① at which problems were shown to occur ② where the nursing need is shown to be above moderate degree and ③ where the problem solving ability was shown to be of moderate degree. 2) The priority of the nursing service should be Placed ① not on those families in the high developmental stage but on those families in the low developmental stage ② and on those areas of need shown in stages 7 and 8 where the degree nursing need was high and the ability to cope low.

• 대한지리학회지
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• 제31권3호
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• pp.447-468
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• 1996

영양부근 반변천이 절단감입곡류를 하여 생신 구유로상에 약 7m 두께의 토탄지가 형성되어 있다. 이 토탄지를 대상으로 boring 자료분석과 화분분석을 실시하여 토탄지의 지형발달과 제4기 식생 및 기후환경변화를 검토하였다. 구유로상(연지와 원당지 일대)에 토탄지가 형성된 것은 주위산지에서 공급된 선상지성 퇴적물에 의해 구유로가 막혀 습지가 형성되었기 때문에 가능했던 것으로 볼 수 있다. 토탄층은 그 특징에 따라 하부층과 상부층으로 구분되며, 이들 사이에는 부정합관계가 있다. 탄소 연대측정자료, 각 화분분대 화분조성상의 특징, 토탄퇴적속도 등으로 볼 때, 하부토탄층은 대략 60,000년 BP경부터 퇴적되기 시작하여 만빙기까지, 상부토탄층은 완신세 중기경부터 거의 현재까지 형성된 것으로 추정된다. boring지점 1(YY1)과 지점 2(YY2)의 토탄층 화분분석결과는 수목류의 우점시기로 대비할 때, 총 다섯개의 화분대(화분대 YYI, YYII, YYIII, YYIV와 YYV)와 12개의 아분대로 구분되었다. 두지점 간에는 퇴적상 뿐 아니라 화분조성에서도 일견 차이가 있다. 즉, 공통적으로 화분대 III이 존재했으나 화분대 I, II는 주상도 YY1에서만, 화분대 IV와 V는 주상도 YY2에서만 나타났다. 하부토탄층은 화분대 I, II, III시기를 포함하며, NAP시기로서 쑥(Artemisia)속, 오이풀(Sanguisorba)속, 미니라과(Umbelliferae), 벼과(Gramineae)와 사초과(Cyperaceae)등 초본류의 비율이 월등히 높고, 한냉기 수목으로 출현하는 가문비나무(Picea)속, 소나무(Pinus)속, 자작나무(Betula)속 등의 목본류를 포함하며, 이들 목본류의 절대화분량은 상부토탄층에 비해 극히 적어 산림밀도가 낮은 Wurm빙기의 식생경관을 나타내었다. 상부토탄층은 화분대 IVb, V시기를 포함하며, AP시기로서 Pinus와 Quercus 등이 높은 비율로 나타내고 절대 화분량도 많아, 홀로세 온난기의 삼림경관를 나타내었다. 각 화분대 및 아분대 우점수목의 기후환경에 대응하는 생태적 특징으로 작성한 가상 기온변화곡선의 내용은 다음과 같다: 화분대 I은 Butula우점기로서 약 57,000년 BP까지 형성되었으며, 상대적 한냉기로 간주된다. 화분대 II는 EMW우점시기로서 $57,000{\sim}43$,000년 BP에 형성되었으며, Alt Wurm에서 mittel W${\"{u}}$rm으로 전환되는 Interstadial로 간주된다. 화분대 III은 43,000~15,000년 BP간의 가장 오랜 시기를 포함하며, mittel Wurm${\sim}$Jung Wurm기에 해당한다. 한냉기인 화분대 III시기 중에는 Betula, Pinus, Picea 등의 목본류가 교대로 우점하는데, YY1에서 Quercus 와 Picea의 화분조성 변화로 볼 때 아분대 IIId시기가 가장 한냉하였을 것으로 추정된다. 화분아분대 IVa는 하부 화분대와 상부 화분대간의 전환기층으로서 피나무(Tilia)속 우점기로 나타나며, Holocene에 해당하는 화분대 IVb와 V는 약 7,000년 BP부터 현재까지 식생변화로 각각 Quercus와 Pinus가 우점하는 시기로 한국 동해안의 曺(1979)의 화분대 I과 II에 각각 대비된다. Bartlein et al.(1986)의 diagram을 통해 볼 때, 영양지역의 Wurm빙기 최성기의 7월 평균기온은 현재보다 약 10${^\circ}$C 더 낮았을 것으로 추측된다.

• 한국농공학회지
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• 제19권1호
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• pp.4296-4311
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• 1977

This study was conducted to derive an Instantaneous Unit Hydrograph for the accurate and reliable unitgraph which can be used to the estimation and control of flood for the development of agricultural water resources and rational design of hydraulic structures. Eight small watersheds were selected as studying basins from Han, Geum, Nakdong, Yeongsan and Inchon River systems which may be considered as a main river systems in Korea. The area of small watersheds are within the range of 85 to 470$\textrm{km}^2$. It is to derive an accurate Instantaneous Unit Hydrograph under the condition of having a short duration of heavy rain and uniform rainfall intensity with the basic and reliable data of rainfall records, pluviographs, records of river stages and of the main river systems mentioned above. Investigation was carried out for the relations between measurable unitgraph and watershed characteristics such as watershed area, A, river length L, and centroid distance of the watershed area, Lca. Especially, this study laid emphasis on the derivation and application of Instantaneous Unit Hydrograph (IUH) by applying Nash's conceptual model and by using an electronic computer. I U H by Nash's conceptual model and I U H by flood routing which can be applied to the ungaged small watersheds were derived and compared with each other to the observed unitgraph. 1 U H for each small watersheds can be solved by using an electronic computer. The results summarized for these studies are as follows; 1. Distribution of uniform rainfall intensity appears in the analysis for the temporal rainfall pattern of selected heavy rainfall event. 2. Mean value of recession constants, Kl, is 0.931 in all watersheds observed. 3. Time to peak discharge, Tp, occurs at the position of 0.02 Tb, base length of hlrdrograph with an indication of lower value than that in larger watersheds. 4. Peak discharge, Qp, in relation to the watershed area, A, and effective rainfall, R, is found to be {{{{ { Q}_{ p} = { 0.895} over { { A}^{0.145 } } }}}} AR having high significance of correlation coefficient, 0.927, between peak discharge, Qp, and effective rainfall, R. Design chart for the peak discharge (refer to Fig. 15) with watershed area and effective rainfall was established by the author. 5. The mean slopes of main streams within the range of 1.46 meters per kilometer to 13.6 meter per kilometer. These indicate higher slopes in the small watersheds than those in larger watersheds. Lengths of main streams are within the range of 9.4 kilometer to 41.75 kilometer, which can be regarded as a short distance. It is remarkable thing that the time of flood concentration was more rapid in the small watersheds than that in the other larger watersheds. 6. Length of main stream, L, in relation to the watershed area, A, is found to be L=2.044A0.48 having a high significance of correlation coefficient, 0.968. 7. Watershed lag, Lg, in hrs in relation to the watershed area, A, and length of main stream, L, was derived as Lg=3.228 A0.904 L-1.293 with a high significance. On the other hand, It was found that watershed lag, Lg, could also be expressed as {{{{Lg=0.247 { ( { LLca} over { SQRT { S} } )}^{ 0.604} }}}} in connection with the product of main stream length and the centroid length of the basin of the watershed area, LLca which could be expressed as a measure of the shape and the size of the watershed with the slopes except watershed area, A. But the latter showed a lower correlation than that of the former in the significance test. Therefore, it can be concluded that watershed lag, Lg, is more closely related with the such watersheds characteristics as watershed area and length of main stream in the small watersheds. Empirical formula for the peak discharge per unit area, qp, ㎥/sec/$\textrm{km}^2$, was derived as qp=10-0.389-0.0424Lg with a high significance, r=0.91. This indicates that the peak discharge per unit area of the unitgraph is in inverse proportion to the watershed lag time. 8. The base length of the unitgraph, Tb, in connection with the watershed lag, Lg, was extra.essed as {{{{ { T}_{ b} =1.14+0.564( { Lg} over {24 } )}}}} which has defined with a high significance. 9. For the derivation of IUH by applying linear conceptual model, the storage constant, K, with the length of main stream, L, and slopes, S, was adopted as {{{{K=0.1197( {L } over { SQRT {S } } )}}}} with a highly significant correlation coefficient, 0.90. Gamma function argument, N, derived with such watershed characteristics as watershed area, A, river length, L, centroid distance of the basin of the watershed area, Lca, and slopes, S, was found to be N=49.2 A1.481L-2.202 Lca-1.297 S-0.112 with a high significance having the F value, 4.83, through analysis of variance. 10. According to the linear conceptual model, Formular established in relation to the time distribution, Peak discharge and time to peak discharge for instantaneous Unit Hydrograph when unit effective rainfall of unitgraph and dimension of watershed area are applied as 10mm, and $\textrm{km}^2$ respectively are as follows; Time distribution of IUH {{{{u(0, t)= { 2.78A} over {K GAMMA (N) } { e}^{-t/k } { (t.K)}^{N-1 } }}}} (㎥/sec) Peak discharge of IUH {{{{ {u(0, t) }_{max } = { 2.78A} over {K GAMMA (N) } { e}^{-(N-1) } { (N-1)}^{N-1 } }}}} (㎥/sec) Time to peak discharge of IUH tp=(N-1)K (hrs) 11. Through mathematical analysis in the recession curve of Hydrograph, It was confirmed that empirical formula of Gamma function argument, N, had connection with recession constant, Kl, peak discharge, QP, and time to peak discharge, tp, as {{{{{ K'} over { { t}_{ p} } = { 1} over {N-1 } - { ln { t} over { { t}_{p } } } over {ln { Q} over { { Q}_{p } } } }}}} where {{{{K'= { 1} over { { lnK}_{1 } } }}}} 12. Linking the two, empirical formulars for storage constant, K, and Gamma function argument, N, into closer relations with each other, derivation of unit hydrograph for the ungaged small watersheds can be established by having formulars for the time distribution and peak discharge of IUH as follows. Time distribution of IUH u(0, t)=23.2 A L-1S1/2 F(N, K, t) (㎥/sec) where {{{{F(N, K, t)= { { e}^{-t/k } { (t/K)}^{N-1 } } over { GAMMA (N) } }}}} Peak discharge of IUH) u(0, t)max=23.2 A L-1S1/2 F(N) (㎥/sec) where {{{{F(N)= { { e}^{-(N-1) } { (N-1)}^{N-1 } } over { GAMMA (N) } }}}} 13. The base length of the Time-Area Diagram for the IUH was given by {{{{C=0.778 { ( { LLca} over { SQRT { S} } )}^{0.423 } }}}} with correlation coefficient, 0.85, which has an indication of the relations to the length of main stream, L, centroid distance of the basin of the watershed area, Lca, and slopes, S. 14. Relative errors in the peak discharge of the IUH by using linear conceptual model and IUH by routing showed to be 2.5 and 16.9 percent respectively to the peak of observed unitgraph. Therefore, it confirmed that the accuracy of IUH using linear conceptual model was approaching more closely to the observed unitgraph than that of the flood routing in the small watersheds.

• 자원환경지질
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• 제40권5호
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• pp.635-649
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• 2007

이 연구에서는 호남지역에 분포하는 5개 온천(죽림, 변산, 지리산, 덕산, 화순)에서 9개 온천시료와 인근의 지하수 시료 3개를 채취하여 수질화학 성분과 안정동위원소 $({\delta}^{18}O,\;{\delta}D,\;{\delta}^{34}S)$ 및 영족기체(He, Ne, Ar) 동위원소 분석을 통하여 온천수의 지화학적 특성, 지화학적 진화, 그리고 황, 헬륨, 아르곤의 기원을 해석하고자 하였다. 호남지역 온천수의 수온은 $23.0{\sim}30.5^{\circ}C$ 범위로 저온형 온천특성을 보이고 pH는 $7.67{\sim}9.98$ 범위로 알카리성의 특성을 보여주었다. 전기전도도는 $153{\sim}746{\mu}S/cm$ 범위로 지역에 따라서 큰 차이를 보여주었다. 온천주변 지하수의 수질특성은 온천수보다 낮은 pH와 전기전도도의 특성을 보여주었다. 온천수와 지하수의 지화학적 성분은 파이퍼도상에서 크게 3개의 유형으로 구분된다($Na-HCO_3$ 유형, Na-Cl 유형, $Ca-HCO_3$ 유형). 온천수의 지화학적 진화과정을 보면 초기에 $Ca-HCO_3$ 유형에서 출발하여 $Ca(Na)-HCO_3$ 유형을 거쳐 $Na-HCO_3$ 유형으로 진화하였으며, 일부 온천수는(JR1)의 경우 pH 9.98의 알카리성으로, $Na-HCO_3$ 유형의 종말점까지 도달하여 지화학적 진화의 최종단계에 도달되었음을 보여준다. 온천수의 산소 및 수소동위원소 조성은 순환수선을 따라 도시되며 지역에 따라 위도효과를 보인다. 황산염에 대한 황동위원소 대부분 화성기원을 보인다. 그러나 JR1 온천은 고염수에서 기원한 것으로 보이는 해양성기원을 보인다. 온천수의 $^3He/^4He$ 비와 $^4He/^{20}Ne$ 비는 $0.0143{\times}10^{-6}{\sim}0.407{\times}10^{-6}$ 범위와 $6.49{\sim}584{\times}10^{-6}$ 범위를 각각 보여주어 대기와 지각성분의 혼합선상에 도시된다. 이는 온천수내 헬륨가스의 대부분이 지각기원임을 의미한다. 죽림온천(JR1)의 경우 맨틀기원의 헬륨가스의 혼합율이 다른 온천에 비해 다소 높은 비율을 보여준다. 이들 동위원소비와 온천수의 pH와는 대체적으로 정의 상관관계가 확인되었다. 아울러 $^{40}Ar/^{36}Ar$비가 $292.3{\times}10^{-6}{\sim}304.1{\times}10^{-6}$ 범위로 대기기원임을 지시한다.