PUKYONG

탄소축적을 고려한 수변완충지대 적정설계 방안

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Abstract
Riparian areas are transitional zone between various water features that contain water for some period of time a year and its uplands. They control adjacent river flow, store water in the watershed and remove unwanted contaminants form surrounding non-point sources. They can provide habitats for aquatic and terrestrial plants and animals, and accumulate carbon. In this study, when create riparian area propose riparian buffer zones considering both carbon sequestration and pollution reduction.
This study site is Nakbon K that include the Samrangjin of Milyang city to Mulgeum of Yangsan city. The minimum buffer widths were calculated using riparian buffer width model. On the other hand, using soil drainage, slope, elevation and land use maps were calculated possible area to create wetland. We also simulated the carbon sequestration based on IPCC guideline when planting a coniferous forest, broad-leaved forest, mixed forest and grassland, and the ones when wetland such as swamp and marsh, separately, created in the chosen area. From the result, we found out that the required riparian area was a range from 30 to 300m, and the optimal average width for each area was estimated as 34m. The Sogam stream was revealed to have the most width riparian buffer strips of an estimated 52m, of which the total potential riparian area was about, 1,775.51ha. As a result, we noticed that a broad-leaved forest the highest , whose capacity is equivalent to the carbon emission from 5,500 automobile.
In addition, area for wetland creation was 266.85ha. Among them, wetland including swamp and marsh are expected to embrace 544.77tC and 7,086.99tC, respectively. They can emit to offset the carbon from 250 and 3,300 automobile.
Based on the study, planting woody plants in riparian area and other wetland is expected to make huge contributions to carbon sequestration if Above all, a broad-leaved forest is deemed to have the highest efficiency for carbon sequestration.
Author(s)
김보라
Issued Date
2010
Awarded Date
2010. 2
Type
Dissertation
Publisher
부경대학교
URI
https://repository.pknu.ac.kr:8443/handle/2021.oak/10232
http://pknu.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000001956001
Department
대학원 생태공학과
Advisor
성기준
Table Of Contents
Ⅰ. 서 론 1

Ⅱ. 이론적 배경 5
1. 수변의 특성 5
가. 수변의 정의 5
나. 수변의 기능 6
다. 수변완충지대 유형 8
라. 수변완충지대 조성방안 9
마. 습지조성에 입지선정에 관한 연구 15
바. 수변 폭 산정 모형 17
2. 탄소저감방안 22
가. 기후변화와 온실효과 24
나. 수변에서의 탄소순환 24
다. 탄소축적․저감 평가 27

Ⅲ 연구방법 33
1. 연구대상지 현황 33
가. 연구대상지의 일반현황 33
나. 기후학적 특징 34
다. 사회적 특징 35
2. 자료의 수집 및 처리 37
가. 수변완충지대 폭 산정 37
나. 습지조성을 위한 자료구축 50
다. 탄소축적평가를 위한 자료구축 55
2. 시나리오 분석 56

Ⅳ. 결과 및 고찰 57
1. 수변완충지대 설계방안 57
가. 기준완충지대선정 57
나. 지도 중첩 및 완충지대 적정 폭 산정 60
2. 습지 조성 가능한 구역 산정 68
3. 탄소 측정을 위한 시나리오 분석 75
가. 수변완충지대 조성에 따른 연간 이산화탄소 저감량 산정 75
나. 습지 조성에 따른 연간 이산화탄소 저감량 산정 84

V. 결론 89

참고문헌 92

Appendix 98

감사의 글 103
Degree
Master
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