首页> 外文期刊>地学杂志 >400年を越えて続いた日本史上最大最長の土木事業一関東平野における河川改修事業を規制したテクトニックな制約一
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400年を越えて続いた日本史上最大最長の土木事業一関東平野における河川改修事業を規制したテクトニックな制約一

机译:日本历史上最大,最长,最长的土木工程项目已经持续了400多年。I.构造限制规范了关东平原的河道改善工程。

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River improvement works in the Kanto Plain have long history of over 400 years. Rice-paddy development in the Kanto Plain was significantly delayed compared to that in other plains including the Osaka Plain and the Nobi Plain. This was because of the difficulty in constructing an irrigation and drainage network, and protecting rice paddies from inundation. Therefore, the Tokugawa government started river improvement works in the Kanto Plain just after Tokugawa settled in Edo in 1590, and the works continue now. The flow of the Tone River into Tokyo Bay was originally blocked by uplands, but was finally rerouted to Choshi, 90 km east to the original mouth. The Ara River was also rerouted to the south. The purpose of rerouting was not only to reduce the risk of flooding in Edo city, but also to develop a waterway network for rice paddies to expand in the central Plain. Moreover, rerouting and connecting the Tone River with the Edo River enhanced the inland waterway transportation network of the Kanto Plain. Accordingly, a number of riverside towns, or Kashi, grew as nodes of the network. Small sailing ships and flatboats were the major conveyors of products. During the Meiji era, which followed the Edo period, canals were constructed and steamboats were introduced to replace sailing ships, at a time when water transportation was peaking. The inland waterway soon began to be replaced by present-day economic transportation systems such as rail and road. The central Kanto Plain was featured consistently by a subsiding basin through the Quaternary. Although the entire Plain was uplifted, Tokyo Bay, at the center of the Kanto Plain, sank over 1000 m. In contrast, the outer margin of the plain was uplifted 50 to 1000 m. Choshi, at the mouth of the present Tone River, is in the uplifted area. In contrast, the lower reaches of the River are at the northern extent of the subsiding basin. This is the reason why back swamp lakes or an estuary such as Kasumiga-ura and the ancient Katori-no-umi were formed in the area. Such crustal movements in the Kanto Plain continued throughout the Quaternary. Hydration and dehydration of two plates lying beneath this region were the driving force. Hydration of mantle peridotite underneath the Kanto Plain due to dehydration of the underlying Philippine Sea Plate (PHS plate), subducting from south to north 30-60 km deep (2 cm/year), causes volumetric expansion particularly at the marginal zone of the overlying plate (North American(NA) Plate). Serpentinized peridotite, produced above the Pacific Plate (PAC plate), which subducts from east to west under the PHS and NA plates, expands like popcorn and results in uplifting of the Boso Peninsular (non-volcanic outer arc). In contrast, the sinking of the Tokyo Bay area is explained by the overlapping of the fore arc basin towards the PHS and PAC plates. From the viewpoint of tectonics, the sinking belt including Tokyo Bay is in a physical field where a sedimentary basin formed under tensile stress in the NE-SW direction. Small mantle convection caused by serpentinization of the uppermost mantle beneath the fore arc is the key to understanding the tectonic setting of the Kanto Plain.
机译:关东平原的河道整治工程已有400多年的悠久历史。与其他平原(包括大阪平原和诺比平原)相比,关东平原的稻谷发育显着延迟。这是因为难以建立灌溉和排水网络以及保护稻田免遭淹没。因此,德川政府于1590年在德川定居江户后就开始了关东平原的河道整治工程,该工程现在仍在继续。通河(Tone River)流入东京湾的最初是被高地阻塞的,但最终被改道至原河口以东90公里的Ch子。阿拉河也被改道到南部。改道的目的不仅是为了减少江户市发生洪灾的风险,而且是为了发展稻田的水路网络以扩大中部平原。此外,改通通河和江户河,使关东平原的内陆水路运输网络得到改善。因此,许多河边城镇或喀什(Kashi)作为网络的节点而增长。小型帆船和扁平船是产品的主要输送机。在江户时代之后的明治时代,水运达到顶峰时,修建了运河,并引入了汽船代替帆船。内陆水路很快就开始被当今的经济运输系统(如铁路和公路)所取代。关东平原中央一直是第四纪下陷盆地。尽管整个平原被抬升,但关东平原中心的东京湾沉没了1000 m以上。相反,平原的外缘上升了50至1000 m。 present子位于现今的通河的河口,处于隆起的地区。相比之下,河流的下游位于沉降盆地的北部。这就是在该地区形成后沼泽湖泊或河口(例如霞浦浦和古代香取之海)的原因。关东平原的地壳运动在整个第四纪一直持续。位于该区域下方的两个板的水化和脱水是驱动力。由于底层菲律宾海板块(PHS板块)的脱水作用,关东平原下的地幔橄榄岩水化作用从南向北俯冲30-60公里(2厘米/年),引起体积膨胀,特别是在上覆层的边缘带板(北美(NA)板)。在太平洋板块(PAC板块)上方产生的蛇纹岩橄榄岩,在PHS和NA板块下从东向西俯冲,像爆米花一样膨胀,并导致Boso半岛(非火山外弧)隆升。相反,东京湾地区的下沉是由前弧盆地向PHS和PAC板的重叠解释的。从构造学的观点来看,包括东京湾在内的下沉带处于一个物理区域,在该物理区域中,沉积盆地在NE-SW方向的拉伸应力作用下形成。由前弧下方最上层地幔蛇形化引起的小地幔对流是了解关东平原构造背景的关键。

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