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延河与皇甫川流域典型淤地坝淤积特征及其对 输沙变化的影响
魏艳红
学位类型博士
导师焦菊英
2017-05
学位授予单位中国科学院研究生院
学位授予地点北京
关键词淤地坝 沉积旋廻 流域产沙 输沙量 延河 皇甫川 土壤侵蚀
摘要

黄土高原严重的水土流失及其对黄河输沙的影响一直都是相关研究的热点问题。
近年来,黄河输沙量快速减少,潼关站年均输沙量已由上世纪 70 年代前的 16.0 亿 t 锐
减到 2000 – 2015 年的 2.6 亿 t,已明显改变了以往人们对黄河泥沙的认识。自 1999 年退
耕政策实施以来,经过十多年的恢复发展,至今已初见成效,林草措施和淤地坝建设
的同步发展,极大地改善了自然生态环境。然而,淤地坝的实际拦沙量对黄河输沙量
减少的贡献如何?以及现存淤地坝的淤积速度与拦淤潜力如何?这些都是认识近年来
黄河输沙量锐减的重要环节,目前还尚不清楚。因此,本研究以黄河中游典型支流延
河和皇甫川为例,通过详细的野外调查选取具有不同代表性的 2 个坝系和 5 个单坝作
为研究对象,根据钻孔取样、淤积层次甄别及与产流降雨事件的对应分析,结合 1: 10000
地形图与全站仪测量,建立淤地坝库容曲线来估算泥沙淤积量,进而反演坝控流域的
产沙特征,并结合已有研究资料估算不同年代典型支流淤地坝的拦沙量,研究淤地坝
拦沙作用对支流输沙变化的影响及贡献。取得如下主要结果:
(1)库容曲线法能够更好地拟合建坝前的沟道形态,其应用和推广能够较准确地
计算出淤地坝的泥沙淤积量。其中,延河和皇甫川流域各淤地坝旋廻层淤积量大小差
异明显,这与淤地坝建坝时间和坝控面积大小有关。
(2)延河和皇甫川各坝控流域在次、年尺度下的产沙模数变化差异较大。延河坊
塌和皇甫川满红沟各坝控流域次产沙模数最大值分别是最小值的 6~23 倍和 9~13 倍;
延河坊塌流域最大的次和年产沙模数均出现在坊塌 1 号坝,主要是由于该坝运行时间
早,其坝控流域治理度低而导致流域产沙模数大;而皇甫川满红沟流域最大的次和年
产沙模数均出现在麻耗沟坝,除了建坝时间早,也与该坝坝控面积较小有关。
(3)小流域年产沙模数随时间变化呈显著减小趋势。进入 21 世纪以来,延河坊
塌和皇甫川满红沟流域的年均产沙模数分别为 2094.3 t/(km 2 ·a)、12305.7 t/(km 2 ·a),均大于该区的允许土壤流失量。
(4)由于不同淤地坝控制流域内下垫面特征的不同,流域的最小产沙降雨量存在
着差异,延河流域坝系和单坝的最小产沙降雨量均大于皇甫川流域。其中,延河坊塌
流域的产沙降雨量>30 mm,马家沟单坝>20 mm,而皇甫川满红沟流域>20 mm,特
拉沟单坝在 10 mm 左右。不同淤地坝集水区及小流域的产沙模数和产沙降雨量在次、
年尺度上均呈显著的相关关系。
(5)由于有效的水土保持措施,延河和皇甫川流域淤地坝的拦沙量在逐渐减少。
而在 2010-2015 年的暴雨年份,淤地坝年均拦沙量较 2000-2009 年增加了两倍以上,可
见在暴雨年份淤地坝的拦沙作用依然显著。
(6)降水变化对输沙减少的影响在突变后逐渐减弱,人类活动的影响却在逐渐增
强,而淤地坝的拦沙贡献则相反。2000 年以后延河与皇甫川输沙量减幅达到 85%以上,
而淤地坝拦沙量的贡献率分别小于 10%和 20%,说明淤地坝的拦沙作用在减弱,而植
被的减沙作用在增强。延河与皇甫川流域由于土壤侵蚀环境的不同,特别是植被恢复
效果的差异性,淤地坝在皇甫川流域对输沙减少的贡献比在延河流域要大。
(7)土壤侵蚀仍然是黄土高原地区主要的生态环境问题,特别是在以砒砂岩为主
的流域,今后需要投入更多的努力加强水土保持管理。
关键词:淤地坝;沉积旋廻;流域产沙;输沙量;延河;皇甫川;土壤侵蚀

其他摘要

The severe soil erosion in the Loess Plateau and its influence on the sediment discharge
of the Yellow River has always been a hot issue in the related research field. In recent years,
a rapid decrease of sediment discharge in the Yellow River. The annual average sediment
discharge at Tongguan station was decreased sharply from 1.6 billion t before the 1970s to
0.26 billion t in 2000-2015, which has changed people's understanding significantly in the
past for the sediment of the Yellow River. The simultaneous development of forest-grass
measures and check-dams construction since the implementation of the “Grain for Green”
project in 1999, have already improved the natural ecological environment greatly due to
vegetation restoration after more than and 10 years. However, it is still not clear that what is
the contribution of the actual sediment retention amount by check-dams to the reduction of
sediment discharge in the Yellow River? As well as how is the deposition rate and
interception potential of the existing check-dams? These are important links to understand
the sharp decline of sediment discharge recently in the Yellow River. Therefore, the 2
check-dam systems and 5 check-dams were selected by field investigation in the typical
tributaries of the middle Yellow River. According to the drilling samples, the deposition
couplet identification and erosive rainfall events correspondence, the capacity curves of
check-dams were established to estimate the sediment deposition by combining with
1:10000 topographic map and the Total station measurement, and then the characteristics of
sediment yield of dam-controlled watershed were deducted. Combined with the existing
research data, the sediment retention amount by check-dams in different decades of the  typical tributaries were estimated, and the effect of sediment retention by check-dams on the
contribution of sediment discharge variation in tributaries were analyzed. The main results
are as follows:
(1) The capacity curve method could better fit the gully form before check-dam
construction, its application and promotion could more accurately calculate sediment
deposition of check-dams. The difference was distinct in sediment deposition of check-dam
couplets in Yanhe and Huangfuchuan River Basin, which was related to the construction
time and dams-controlled area.
(2) The difference of specific sediment yield variation was significant in dams-
controlled area at the runoff event and annual scale of the Yanhe and Huangfuchaun River
basin. The maximum specific sediment yields at the runoff event scale were 6~23 times and
9~13 times of the minimum value in the Fangta dam-controlled watershed of Yanhe River
Basin and Manhonggou dam-controlled watershed of Huangfuchaun River Basin,
respectively. The largest specific sediment yields in the Fangta watershed at the runoff event
and annual scale appeared in Fangta No.1 dam, which was mainly due to this dam running
time early and poor watershed management so that the specific sediment yield was large.
While in the Manhonggou watershed, the largest specific sediment yields at the runoff event
and annual scale appeared in Mahaogou dam. In addition to this check-dam construction
time early, also associated with the dam-controlled area was small.
(3) The specific sediment yield at the annual scale of the small watersheds decreased
significantly with time. Since the 21 st century, the annual average specific sediment yield
was 2094.3 t/(km 2 ·a) in the Fangta watershed of Yanhe River Basin and was 12305.7
t/(km 2 ·a) in the Manhonggou watershed of Huangfuchaun River Basin, which was far
beyond the tolerable erosion rate of these region.
(4) Due to the great differences in the underlying surface in different dam-controlled
watersheds, there were differences in the minimum erosive rainfall in two basins. The
minimum erosive rainfall of dam system and single dam in the Yanhe River Basin were
greater than in Huangfuchuan River Basin. The erosive rainfall for sediment deposited in the
dams was greater than 30 mm in the Fangta dam system-controlled watershed and 20 mm in
the Majiagou single dam-controlled watershed of Yanhe River Basin, respectively. In the  Huangfuchuan River Basin, the erosive rainfall for sediment deposited in the dams was
greater than 20 mm in the Manhonggou dam system-controlled watershed and about 10 mm
in the Telagou single dam-controlled watershed, respectively. And there was a significant
correlation between the specific sediment yield and erosive rainfall at the runoff event and
annual scales in different dam-controlled watersheds and small watersheds.
(5) The sediment retention amounts by check-dams decreased gradually in the Yanhe
and Huangfuchuan River Basin due to the effective soil and water conservation measures. In
the rainstorm year of 2010-2015, the annual average sediment retention amounts by
check-dams increased more than two times compared to 2000-2009. As a result, the
contribution of sediment retention by check-dams was still significant in the rainstorm year.
(6) The influence of precipitation on sediment discharge reduction was weakened after
abrupt change, and the effect of human activities was enhanced gradually, while the
contribution of sediment retention amount by check-dams was on the contrary. After 2000,
the sediment discharge decreased was more than 85% in the Yanhe and Huangfuchuan
tributaries, while the contribution of sediment retained amount by check-dams was less than
10% and 20%, respectively. It showed that the effect of sediment retention by check-dams
was weakened, while the effect of sediment reduction by vegetation was enhanced. Due to
the differences of soil erosion environment, especially the effect of vegetation restoration,
the contribution of check-dams on sediment discharge reduction in the Huangfuchuan River
Basin was greater than the Yanhe River Basin.
(7) Soil erosion was still a major ecological problem in the Loess Plateau, especially in
the basin with the weathered sandstone dominated (pisha rock). More efforts should be made
to strengthen soil and water conservation management in the future.
Keywords: Check dams; Deposition couplet; Watershed sediment yield; Sediment discharge;
Yanhe River Basin; Huangfuchuan River Basin; Soil erosion

语种中文
文献类型学位论文
条目标识符sbir.nwafu.edu.cn/handle/361005/9126
专题水保所知识产出(1956---)
推荐引用方式
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魏艳红. 延河与皇甫川流域典型淤地坝淤积特征及其对 输沙变化的影响[D]. 北京. 中国科学院研究生院,2017.
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