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  1. 東洋学報
  2. 64巻
  3. 3・4号

黄淮交滙と潘季馴の河工

https://toyo-bunko.repo.nii.ac.jp/records/5497
https://toyo-bunko.repo.nii.ac.jp/records/5497
c9aa72f6-04f1-4253-8b1c-6307c4e9db11
名前 / ファイル ライセンス アクション
gakuho01_64-3,4-01.pdf gakuho01_64-3,4-01.pdf (1.6 MB)
gakuho02_64-3,4-01e.pdf gakuho02_64-3,4-01e.pdf (130.7 kB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2018-07-30
タイトル
タイトル 黄淮交滙と潘季馴の河工
タイトル
タイトル “Huang-huai chiao-hui 黄淮交滙”and P‘an Chi-hsün 潘季馴’s River Flood Control Syatem
言語
資源タイプ
資源タイプ識別子 http://purl.org/coar/resource_type/c_6501
資源タイプ journal article
著者 谷, 光隆

× 谷, 光隆

谷, 光隆

ja-Kana タニ, ミツタカ

en TANI, Mitsutaka

抄録
内容記述タイプ Abstract
内容記述 The successful control of the floods around the confluence of the Huang-ho 黄河 and the Huai-ho 淮河 (“Huang-huai chiao-hui”) was vital for safe transport on the Grand Canal during the Ming Dynasty. Regarded as one of the greatest river experts in China, P’an Chi-hsün employed various methods to control the river system around this area from flooding between the years of 1578-1579.This paper investigates the different methods P’an Chi-hsün employed and notes the following four points about his river control methods:1. Kao-chia dike (高家堰) on the northeast bank of the Hung-tsê Lake (洪沢湖) was strengthened so that the resulting increased force of the Huai River would carry away the silt from the Huang River at the point where they joined. This method is called “shu-shui kung-sha 束水攻沙” and distinguished him from the other experts of his time.2. Yao-ti 遥堤 dikes were constructed along both sides of the Huang River between Hsü-chou 徐州 and Ch’ing-ho 清河 prefectures. The Yao-ti were secondary dikes built at a short distance from the lü-ti 縷堤, the main dikes. The secondary dike was to check the overflow of the Huang River in case the main dike collapses.3. Concave outlets for surplus water, called chien-shui pa減水壩, were made at four different places in each secondary dike in the northern banks of the Huang River between T’ao-yüan 桃源 and Ch’ing-ho prefectures. They were located at a certain height from the bottom of the dike in order to prevent the breaking of the secondary dikes.4. T’ung-chi cha 通済閘, the main watergate on the Ch’ing-chiang p’u 清江浦 waterway (a part of the Grand Canal) at Huai-an 淮安 was shifted to an oblique position so that the full force of the waters from the Huang River and the Huai River were prevented from flowing into the Grand Canal.
書誌情報 東洋学報
en : The Toyo Gakuho

巻 64, 号 3・4, p. 225-256, 発行日 1983-03
出版者
出版者 東洋文庫
ISSN
収録物識別子タイプ ISSN
収録物識別子 0386-9067
書誌レコードID
収録物識別子タイプ NCID
収録物識別子 AN00169858
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