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首页> 外文期刊>Global and planetary change >Reconstructing an extreme flood from boulder transport and rainfall-runoff modelling: Wadi Isla, South Sinai, Egypt
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Reconstructing an extreme flood from boulder transport and rainfall-runoff modelling: Wadi Isla, South Sinai, Egypt

机译:通过巨石运输和降雨径流模型重建极端洪水:埃及南西奈的瓦迪岛

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摘要

The Wadi Isla drainage basin, a narrow steep bedrock canyon and its tributaries, rises near the highest elevations of the Precambrian Sinai massif on the eastern margin of the tectonically active Gulf of Suez rift. The basin area upstream from the mountain front is 191 km~2 and downstream the wadi crosses a broad alluvial plain to the Red Sea. Stream-transported boulders within the lower canyon (up to 5 m in diameter) and in a fan downstream indicate extremely high competence. In one reach, a 60-m-long boulder berm, ranging in height from 3 to 4 m, lies along the southern wall of the canyon and contains boulders 2-3 m in diameter. Boulder deposits beyond the mouth of the canyon generally appear to be less than several metres thick and are composed of imbricated, well-sorted boulders. The last flood that deposited these boulders is believed to have been a debris torrent with a low content of fines. Mean intermediate diameter decreases from about 1.5 m just beyond the mouth of the canyon, where the channel width expands to 300 m, to about 0.5 m downstream to the point at which the valley is no longer confined on its south side. Using the empirical formula of Costa (1983), these clasts represent velocities decreasing from about 6.5 m s~(-1) to 3.7 m s~(-1). Flood velocity and discharge were also calculated within the canyon, using Costa's (1983) method and by the Manning equation. Parameters for the calculation include a channel width of 65 m, flow depth of 3.5 m (average height of the boulder berm), an average slope of 0.038 and a roughness coefficient of 0.06. The resulting values include a velocity range between 6.8 m s~(-1) and 7.3 m s~(-1) and a corresponding discharge range of ~1550 m~3 s~(-1) to 1660 m~3 s~(-1) . A lower limiting discharge of 1320 m~3 s~(-1) was obtained with an assumption of critical flow conditions. The boulder fan is much coarser than the older alluvial plain sediment, suggesting an increase in flood magnitudes in more recent times - perhaps in response to renewed uplift of the mountain front and/or climate change.rnA calibrated rainfall-runoff model was developed using SWAT to estimate modern flood discharges in Wadi Isla. The magnitude of discharge from 1998-2006 did not exceed 500 m~3 s~(-1) . Artificial precipitation amounts (90 and 150 mm) were used to extrapolate from recent rainfall amounts to the amount of rainfall needed to produce a discharge range of 1320 m~3 s~(-1) to 1660 m~3s~(-1) . Results show that rainfall must range between ~102 mm and 125 mm to produce this discharge.
机译:瓦迪岛(Wadi Isla)排水盆地是一个狭窄的陡峭基岩峡谷及其支流,在构造活跃的苏伊士裂谷东部边缘的前寒武纪西奈山地势的最高海拔附近上升。山峰上游的流域面积为191 km〜2,而旱谷的下游则流经宽阔的冲积平原,到达红海。下部峡谷内(直径最大5 m)和下游风扇中的河流运石表明了其极高的竞争力。在一个峡谷中,一条长60米的巨石护堤,高3至4 m,沿着峡谷的南壁,直径为2-3 m。峡谷口外的巨石沉积物通常看起来不到几米厚,并且是由成薄片的,排列合理的巨石组成的。人们认为,最后一次沉积这些巨石的洪水是碎屑洪流,罚款含量低。平均中间直径从刚好超出峡谷入口处的约1.5 m处减小,该处的河道宽度扩大至300 m,向下游延伸至约0.5 m,直至山谷不再局限于其南侧。使用哥斯达黎加(Costa,1983)的经验公式,这些岩屑代表的速度从大约6.5 m s〜(-1)降低到3.7 m s〜(-1)。还使用Costa(1983)方法和Manning方程计算了峡谷内的洪水速度和流量。用于计算的参数包括65 m的通道宽度,3.5 m的流动深度(巨石护堤的平均高度),0.038的平均斜率和0.06的粗糙度系数。得到的值包括在6.8 ms〜(-1)和7.3 ms〜(-1)之间的速度范围和相应的〜1550 m〜3 s〜(-1)到1660 m〜3 s〜(-1)的放电范围)。在临界流动条件下,获得了下限放电1320 m〜3 s〜(-1)。巨石扇比较旧的冲积平原沉积物粗得多,这表明近来洪水强度增加了-可能是由于山区前沿重新抬升和/或气候变化。rn使用SWAT建立了校准的降雨径流模型估算瓦迪岛的现代洪水流量。 1998-2006年的排放量不超过500 m〜3 s〜(-1)。使用人工降水量(90和150 mm)从最近的降水量推断出产生1320 m〜3 s〜(-1)至1660 m〜3s〜(-1)排放范围所需的降水量。结果表明,降雨必须在〜102 mm至125 mm范围内才能产生。

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