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Preliminary Investigation of Land Subsidence Impacts on Sea Level Change in Baltimore Inner Harbor, Maryland

机译:马里兰州巴尔的摩内港海平面变化土地沉降影响的初步调查

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A NOAA tide gauge in Baltimore Inner Harbor has monitored sea level changes since 1902 for 116 years. This gauge seats on the over semi-consolidated Cretaceous strata of Arundel clay (Kac) underlain by Patuxent sand (Kxs) facies and the Pre-Cambrian undifferentiated crystalline rock. The Patuxent sand layer is the most important confined aquifer in the Baltimore history. The shallow Arundel clay and the deep Pre-Cambrian crystalline rock can be its upper and lower confining units, respectively. It was estimated that the groundwater pumpage increased gradually from practically nothing in about 1850 to about 23 thousand-m~3/day in 1900 in the Baltimore area. After this the pumpage only increased slightly to 53 thousand-mVday until about 1915. After 1935 the pumpage increased rapidly to 142 thousand-mVday in 1941 then decreased. Primary compaction subsidence due to groundwater withdrawal is identified from the tide gauge records in this paper while secondary compaction subsidence due to creep under constant geohistorical overburden pressure is assumed to be zero since the maximum historical overburden pressure was released by uplift of the compressible aquifer system. A GPS receiver at University of Maryland at Baltimore County (UMBC) is 12 km far from the tide gauge located in the Baltimore Inner Harbor and seats on the late Precambrian Baltimore Gabbro Complex (bgb). Tectonic subsidence of 1.57±0.52 mm/year was measured at UMBC by using the GPS UMBC. So land subsidence in the Baltimore Inner Harbor consists of tectonic subsidence and primary compaction subsidence. We find an absolute sea level rise (SLR) of 1.11 mm/year by removing tectonic subsidence of 1.57 mm/year from a relative SLR of 2.68 mm/year during 1962 to 1980 with groundwater level stability in trend. Land subsidence impact on the sea level change in the inner harbor is empirically estimated to be 1.93 mm/year during 1903 to 1920, -3.15 during 1920 to 1926, 4.13 during 1926 to 1947, 1.74 during 1947 to 1957, -1.91 during 1957 to 1962, 1.57 during 1962 to 1980, and 2.17 during 1980 to 1992, respectively.
机译:巴尔的摩内港的NOAA潮牌仪在1902年以来监测了海平面变化116年。该仪表座椅上的Arundel粘土(KAC)的半综合白垩纪地层由Patuxent Sand(KXS)相和预寒武罩未分化的结晶岩石。 Patuxent Sand层是巴尔的摩历史上最重要的受限含水层。浅砂砾粘土和深寒克里安结晶岩石可以分别为其上下限制单元。据估计,地下水泵在巴尔的摩地区1900年大约1850年逐渐增加到大约1850至约23万〜3 /天。在此之后,泵浦的速度略微增加到5.1万-MVDay,直到1915年。1935年后,泵在1941年在1941年迅速增加到142万毫米。然后减少。本文从潮汐量记录鉴定了地下水撤回引起的初级压实沉降,而在恒定地桥上覆盖压力下引起的次级压实沉降被认为是零,因为可压缩含水层系统的隆起释放了最大历史覆盖压力。巴尔的摩县马里兰州大学的GPS接收器(UMBC)是距离巴尔的摩内港(Baltimore Inter Harbour)的潮汐表达12公里,坐落在晚期Predbrian Baltimore Gabbro Complex(BGB)。通过使用GPS UMBC在UMBC下测量构造沉降1.57±0.52毫米/年。因此,巴尔的摩内港的土地沉降包括构造沉降和初级压实沉降。我们通过在1962年至1980年的相对单反相机/年度为2.68毫米/年的情况下,通过地下水位稳定地消除了1.57毫米/年的构造沉降,为1.11毫米/年的绝对海平面上升(SLR)。内港海平面变动的土地沉降对1920年至1920年至1920年的1920年至1920年至1920年的1.93毫米/年,4.13,1947年至1957年,1957年至1957年,1957年至1957年。 1962年,1.57年,1962年至1980年,和2.17分别于1980年至1992年。

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