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1.
黄河银川平原段河岸摆动速率变化及原因 总被引：1，自引：1，他引：0
研究选取黄河银川平原全长196 km的河段,以1975 年、1990 年、2010 年和2011 年四个年份的卫星影像数据绘制的左右河岸线,与设立的平均间隔为1.3 km的153 个河道固定横断面的交点位置的变化,估算了1975-1990 年、1990-2010 年和2010-2011 年三个时期的河岸平均摆动速率。结果表明,该河段左岸以向右摆动为主,在上述时期左岸总的平均摆动速率分别为36.5 m/a、27.8 m/a 和61.5 m/a;右岸在1975-1990 年以向右摆动为主,此后则以向左摆动为主,其摆动速率分别为31.7 m/a、23.1 m/a 和50.8 m/a。在1975-2011 全部36 年间,左右河岸的年均摆动速率分别为22.3 m/a 和14.8 m/a。河岸摆动速率在A、B、C三个河段相差悬殊,在1975-2011 的36 年间,左岸向左和向右的平均摆动速率之比分别为1：7.6：4.6 和1：1.7：3.8;右岸向左和向右的平均摆动速率之比为1：1.8：1.2 和1：5.6：17.7。显然,无论左岸右岸,它们在A段的摆动速率最小,向左摆动速率最大的出现在B段,而向右摆动速率最大的则是C段。河岸摆动速率在时序上的增大现象主要受制于人类筑坝蓄水等引起汛期流量的逐渐减小,而空间变化主要受制于河岸物质组成的区域差异。 相似文献
2.
1990年以来黄河第一湾齐哈玛河段砾质网状河的演变特征 总被引：1，自引：0，他引：1
黄河第一湾的网状河型因其砾石质的河床质而与砂床质网状河明显不同,但是其具体的冲淤特性、河道与河间地的稳定性等是否与砂质网状河具有相似之处,尚待揭示。以齐哈玛乡主河道长约为12 km的砾石质网状河段为研究对象,利用1990年、2001年、2013年和2016年共4期Landsat遥感影像数据和2011年与2013年两期Google Earth高分辨率图像数据,结合野外采样观测分析其1990-2016年间的平面形态变化与沉积特征。结果表明：砾石质网状河整体具有很高的稳定性,众多分支河道与河间地无明显冲淤现象。网状带面积仅增加2.43%,陆地与水体面积比例接近1∶1;网状带部分小型河间湿地及河间岛屿呈现碎片化现象,导致河间湿地个数逐渐增加,最大增加率为62.16%。河道主流线长期左右迁移交替变化,且变化率相对稳定,受主流线迁移的影响,主河道内部河间岛屿形态变化较大,其河岸变化率为5 m/a。网状河众多支河道非常稳定,平均河宽变化率仅为1 m/a左右。河岸沉积物以细砂或粉砂为主,黏土含量较高,粒度分布曲线呈现多峰,这与砂质网状河流河岸以泥质沉积物为主略有不同,但河岸及河间湿地茂密的植被保护了众多分支河道免受侵蚀、维持了河道的稳定性,这也是砾石质网状河流体系具有高稳定性的重要原因。 相似文献
3.
Lateral erosion/accretion area and shrinkage rate of the Linhe reach braided channel of the Yellow River between 1977 and 2014 总被引：1，自引：1，他引：0
Quantitative studies on river channel lateral erosion/accretion area changes over time can reveal the characteristics of channel evolution. Taking the 213-km-long Linhe reach braided channel of the Yellow River as an example, area changes in channel bank erosion/accretion in four sub-reaches (S1, S2, S3 and S4) over 19 different periods were evaluated on the basis of remote sensing images captured since 1977. Mean channel shrinkage rate for the whole river reach was also obtained. Results show that the left and right banks of the Linhe reach were dominated by lateral net accretion between 1977 and 2014. The channel area of this section of the Yellow River was characterized by reduction between 1977 and 2001, while periods of alternate erosion and accretion occurred subsequent to 2001. Mean channel shrinkage rate in the Linhe reach braided channel was 6.15 km2/yr between 1977 and 2014, while the most remarkable changes in channel planform occurred in the 1990s. Compared to 1995, channel length and sinuosity increased by 5.8% and 6.6% by 2000, while channel area and mean width decreased by 39.4% and 42.8%, respectively. Significant changes in channel planform and shrinkage of the Linhe reach occurred in the 1990s, mainly as a result of the joint-operation of the Longyangxia and Liujiaxia reservoirs since 1986, which caused substantial reductions in runoff and sediment flux during the annual flooding season. In addition, bank erosion/accretion in the four sub-reaches was affected by the physical properties of local banks, engineering emplaced to protect channel banks, and hydrodynamic differences. However, since the implementation of integrated river management measures from 2000 onwards, these changes have been significantly mitigated and the health of the Linhe reach braided channel of the Yellow River has been restored. 相似文献
4.
《地理学报(英文版)》2016,(11)
Quantitative studies on river channel lateral erosion/accretion area changes over time can reveal the characteristics of channel evolution. Taking the 213-km-long Linhe reach braided channel of the Yellow River as an example, area changes in channel bank erosion/accretion in four sub-reaches(S1, S2, S3 and S4) over 19 different periods were evaluated on the basis of remote sensing images captured since 1977. Mean channel shrinkage rate for the whole river reach was also obtained. Results show that the left and right banks of the Linhe reach were dominated by lateral net accretion between 1977 and 2014. The channel area of this section of the Yellow River was characterized by reduction between 1977 and 2001, while periods of alternate erosion and accretion occurred subsequent to 2001. Mean channel shrinkage rate in the Linhe reach braided channel was 6.15 km~2/yr between 1977 and 2014, while the most remarkable changes in channel planform occurred in the 1990 s. Compared to 1995, channel length and sinuosity increased by 5.8% and 6.6% by 2000, while channel area and mean width decreased by 39.4% and 42.8%, respectively. Significant changes in channel planform and shrinkage of the Linhe reach occurred in the 1990 s, mainly as a result of the joint-operation of the Longyangxia and Liujiaxia reservoirs since 1986, which caused substantial reductions in runoff and sediment flux during the annual flooding season. In addition, bank erosion/accretion in the four sub-reaches was affected by the physical properties of local banks, engineering emplaced to protect channel banks, and hydrodynamic differences. However, since the implementation of integrated river management measures from 2000 onwards, these changes have been significantly mitigated and the health of the Linhe reach braided channel of the Yellow River has been restored. 相似文献
5.
The rate of bluff erosion has been monitored and related processes examined on a Mississippi River meander bend at Port Hudson, Louisiana, from 1971 to mid-1980. The erosion data were analyzed using a stepwise multiple regression analysis to determine the conditions controlling the amount and distribution of bluff erosion. The results indicate a pattern of decreasing bluff erosion that is attributed to downstream migration of the zone of maximum basal scour. Bluff retreat in the period of active basal undercutting (1971 to mid-1975) was 18.9m/year and in the following period of decreased basal scour activity (mid-1975 to mid-1980) was 6.8m/year. Approximately, 61% of the erosion was associated with rising river levels. The data also indicated that 66% of the erosion occurred at bankfull discharge stage or above. Conditions that produce bluff erosion were found to vary between the two eriosion periods and also as river levels rose or fell in each of the periods. During the actively undercutting period, precipitation rate and amount of river rise explained 94% of the bank erosion that occurred as river levels rose. During the falling river phase, days above bankfull stage and amount of river fall accounted for 99% of the bluff erosion. In the period of decreased basal scour, precipitation rate and maximum river stage accounted for 94% of the bluff erosion related to rising river levels, while the erosion during falling river levels could be only tentatively correlated to precipitation rate and factors associated with drawdown. Changes in slope processes as the result of decreased basal scour were also examined. 相似文献
6.
不同时段河道的侧向侵蚀/加积面积变化的定量研究可以揭示河道的变化特征。以黄河临河段213 km长的河段为研究对象,利用1977年以来19个时段基于遥感影像绘制的河道平面形态图的面积变化来估算其4个亚河段（S1、S2、S3和S4）在不同时段的河岸侧向侵蚀/加积面积以及全河段的河道平均萎缩速率。研究结果表明,黄河临河段左右河岸在37年间都表现为侧向净加积,其4个亚河段左岸的侧向累计加积面积分别为33.16 km2、49.59 km2、29.52 km2和30.85 km2,其中1995-2000年的加积面积分别占到其总加积面积的85.5%、51.2%、47.2%和104.6%;右岸的侧向累计加积面积分别为30.83 km2、8.74 km2、26.44 km2和18.76 km2,而1995-2000年的加积面积分别占到其总加积面积的57.2%、111.9%、65.7%和61.6%。该河段河道面积1977-2001年具有减小趋势,2001年之后河道表现为侧向侵蚀、加积的交替变化,1977-2014年间河道平均萎缩速率为6.16 km2/yr。该河段河道平面形态值最明显的变化也发生在1990s,与1995年相比,2000年的河道长度增加了5.8%,河道面积减少了39.4%,河道平均宽度减小了42.8%,弯曲系数增加了6.6%。黄河临河段河道形态剧烈变化及河道严重萎缩都发生在1990s,这主要是黄河上游刘家峡和龙羊峡水库联合运行导致汛期水沙量大量减小所致,4个亚河段的河岸冲淤变化还受到局部河岸物质结构、护岸工程及水动力差异的影响。随着2000年后河流综合管理措施的调整,黄河临河段河道的上述变化趋势明显弱化,河流健康程度有所好转。 相似文献
7.
A study is made of the role of bogs in the formation of the annual runoff within the Middle Ob basin and its intra-annual distribution as well as making an assessment of the swampiness of the river catchments by using Landsat space images. It is shown that the overall swampiness of the catchments of almost all rivers under investigation(except for the Shegarka, Kargat, Chichka-Yul and Bol’shaya Yuksa rivers) as determined by analyzing the space images of the study territory exceeds, on the average, he previously obtained data by a factor of 1.5–2, while the influence of the bogs on the streamflow is different and depends on the occurrence of separate groups of bog microlandscapes, the structure of bog massifs, the character of location of the bogs on the catchment, and on the course and stage of their development. The area along the left bank of the Ob is dominated by raised bogs (49%) of the central-oligotrophic course of development and shows a regular alternation of definite groups of bog microlandscapes from the middle part to the margins of the bogs, and an almost total merging of elementary bog massifs to form major bog systems, such as the Vasyugan Swamp. As a result, the influence of the bogs on the streamflow is more clearly pronounced there. Along the right bank of the Ob, in conditions of the larger dissection of the terrain, the peripheral-oligotrophic course of development of the bog massifs is dominant, almost all bogs are in early stages of their development, with transition bogs predominating (49%) so that the bogs have a smaller influence on the streamflow. In conditions of an increase in swampiness of the catchments along the right bank of the Ob, it is found that the mean long-term layers of flow increase, whereas along the left bank the inverse situation is observed. The area along the right bank of the Ob shows an increase in evenness of the discharge within a year is observed with an increase in swampiness of the river catchments. The intra-annual runoff distribution of the rivers in the area along the left bank of the Ob is characterized by a larger irregularity, and by a decrease in the runoff at the low-water period with an increase in the area of the bogs. 相似文献
8.
This paper mainly analyzes the geomorphological changes of the tidal deposition in the Liaohe Estuary based on the multi-year bathymetric charts in 1990, 1996, 2002 and 2005 and Landsat TM images in 1987, 1994, 2002 and 2005. Evolution of the tidal depositional system during the past 20 years in the Liaohe River was studied on the basis of 50 boreholes drilling and 30 km shallow stratigraphic exploration from 2002 to 2005. The main tidal depositional body of the modern Liaohe River delta is located in the Shuangtaizihe Estuary. The stratum within the depth of 10 m includes tidal bank facies, tidal channel facies and neritic facies with paleo-delta facies underlying them. The sediments of tidal bank facies are mainly composed of sand and silt with siltation load and suspended load of about 50% respectively in proportion. The sediment of tidal channel facies and neritic facies is composed of clayey silt and silty clay which belongs to suspended load. The study area was a small bay between the old Daliaohe River, the old Dalinghe River and the Raoyanghe River complex delta since the Holocene to 1896. Many tidal banks formed and expanded rapidly after the Shuangtaizihe River was excavated by labor in 1896. The runoff and sediment discharge have decreased since the construction of brake at the Shuangtaizihe River in 1958.The Shuangtaizihe Estuary is in the state of deposition as a whole whose tidal bank is increasing and expanding southward, westward and northward. The maximum expansion speed is 87 to 683 m/a and the mean depositional rate is 0.189 m/a. Erosion occurred in some part of tidal bank with average erosional rate of 0.122 m/a. The tidal channel was filled up with sediment at a migration speed of 48–200 m/a. Geomorphologic changes have happened under the combined influences of runoff, ocean dynamics and human activities. The main source of sediment changes from river sediment to sediment driven by tidal current and longshore current. 相似文献
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11.
RS analysis of glaciers change in the Heihe River Basin,Northwest China,during the recent decades 总被引：2，自引：1，他引：1
Baojuan Huai Zhongqin Li Shengjie Wang Meiping Sun Ping Zhou Yan Xiao 《地理学报(英文版)》2014,24(6):993-1008
The Heihe River Basin is the second largest inland river basin in Northwest China and it is also a hotspot in arid hydrology, water resources and other aspects of researches in cold regions. In addition, the Heihe River Basin has complete landscape, moderate watershed size, and typical social ecological environmental problems. So far, there has been no detailed assessment of glaciers change information of the whole river basin. 1：50,000 topographic map data, Landsat TM/ETM＋ remote sensing images and digital elevation model data were used in this research. Through integrated computer automatic interpretation and visual interpretation methods, the object-oriented image feature extraction method was applied to extract glacier outline information. Glaciers change data were derived from analysis, and the glacier variation and its response to climate change in the period 1956/1963–2007/ 2011 were also analyzed. The results show that：（1） In the period 1956/1963–2007/2011, the Heihe River Basin＇s glaciers had an evident retreat trend, the total area of glaciers decreased from 361.69 km2 to 231.17 km~2; shrinking at a rate of 36.08%, with average single glacier area decrease 0.14 km~2; the total number of the glaciers decreased from 967 to 800.（2） Glaciers in this basin are mainly distributed at elevations of 4300–4400 m, 4400–4500 m and 4500–4600 m; and there are significant regional differences in glaciers distribution and glaciers change.（3） Compared with other western mountain glaciers, glaciers retreat in the Heihe River Basin has a higher rate.（4） Analysis of the six meteorological stations＇ annual average temperature and precipitation data from 1960 to 2010 suggests that the mean annual temperature increased significantly and the annual precipitation also showed an increasing trend. It is concluded that glacier shrinkage is closely related with temperature rising, besides, glacier melting caused by rising temperatures greater than glacier mass supply by increased precipitation to 相似文献
12.
辽河三角洲地貌演化(英文) 总被引：1，自引：0，他引：1
This paper mainly analyzes the geomorphological changes of the tidal deposition in the Liaohe Estuary based on the multi-year
bathymetric charts in 1990, 1996, 2002 and 2005 and Landsat TM images in 1987, 1994, 2002 and 2005. Evolution of the tidal
depositional system during the past 20 years in the Liaohe River was studied on the basis of 50 boreholes drilling and 30
km shallow stratigraphic exploration from 2002 to 2005. The main tidal depositional body of the modern Liaohe River delta
is located in the Shuangtaizihe Estuary. The stratum within the depth of 10 m includes tidal bank facies, tidal channel facies
and neritic facies with paleo-delta facies underlying them. The sediments of tidal bank facies are mainly composed of sand
and silt with siltation load and suspended load of about 50% respectively in proportion. The sediment of tidal channel facies
and neritic facies is composed of clayey silt and silty clay which belongs to suspended load. The study area was a small bay
between the old Daliaohe River, the old Dalinghe River and the Raoyanghe River complex delta since the Holocene to 1896. Many
tidal banks formed and expanded rapidly after the Shuangtaizihe River was excavated by labor in 1896. The runoff and sediment
discharge have decreased since the construction of brake at the Shuangtaizihe River in 1958.The Shuangtaizihe Estuary is in
the state of deposition as a whole whose tidal bank is increasing and expanding southward, westward and northward. The maximum
expansion speed is 87 to 683 m/a and the mean depositional rate is 0.189 m/a. Erosion occurred in some part of tidal bank
with average erosional rate of 0.122 m/a. The tidal channel was filled up with sediment at a migration speed of 48–200 m/a.
Geomorphologic changes have happened under the combined influences of runoff, ocean dynamics and human activities. The main
source of sediment changes from river sediment to sediment driven by tidal current and longshore current. 相似文献
13.
S. A. Makarov Yu. V. Ryzhov D. V. Kobylkin T. G. Ryashchenko 《Geography and Natural Resources》2016,37(1):64-70
We have investigated the river terraces on the left bank of the Irkut river in the Torskaya depression a short distance from the village of Guzhiry. On the basis of lithological-geological findings and radiocarbon datings of buried soils from two sections of the second terrace (12–14 m), we identified nine formation stages of the terrace in the latter half of the Late Neopleistocene and in the Holocene. They reflect multiple changes of the leading exogenous process, implying a variety of the genetic types of deposits (soils, and aeolian and alluvial sediments) during the Early and Mid-Holocene. The formation stages of alluvium are correlated with periods of high water. It is found that the final transition of alluvial to cover deposits is associated with incision of the river to 2–4 m and is dated to 5.2–4.5 cal. ka. We examine the alternation of the natural factors for the formation of deposits of the second terrace of the Irkut river in the Late Neopleistocene and Holocene. One (hydroclimatic) factor implies accumulation of deposits of the alluvial and cover complex depending on climate and water runoff fluctuations, landscape changes, and on variation in the base level of erosion. The other (seismic) factor is correlated with data on high activity of the Tory paleoseismogenic structure, which seems to have caused the lowering as well as the rise of the bottom of the depression at the time of strong earthquakes and, as a consequence, erosion or accumulation of deposits of the channel facies of alluvium. It is established that the chief causes for the change of the terrace’s deposit types were the natural-climatic changes, the character and directedness of tectonic movements, the variations in the base levels of erosion, and the height of floo ds. 相似文献
14.
D. V. Chernykh R. Yu. Biryukov D. V. Zolotov D. K. Pershin 《Geography and Natural Resources》2018,39(3):228-238
The spatiotemporal dynamics of land covers of representative catchments of the Altai region (Altai Krai and Republic of Altai) was analyzed using remote sensing data and GIS techniques. The following key areas were used: the adjacent basins of Lake Gor’koe and the Kasmala and Barnaulka rivers on the Ob Plateau (Altai krai) were used for the inland drainage area of the Ob-Irtysh interfluve and the left bank of the Upper Ob; the Bol’shaya Rechka basin on the Biisk-Chumysh Upland and ancient Ob terraces (Altai krai), for the right bank of the Upper Ob; the Belaya river basin (Altai krai) for the low mountains and middle mountains of the Northwestern province of Russian Altai, and the Maima river basin (Republic of Altai) for the low mountains and middle mountains of the Northern and Northeastern Altai provinces. The algorithm for analyzing the actual state of land covers and identifying the main vectors of their transformation was adapted to the study area. A series of multitemporal Landsat images for three time slices was used. It is found that the plain catchments of the steppe and forest-steppe zones are characterized by a smaller amplitude of land cover change as compared to the mountain zones. For the inland drainage area of the Ob-Irtysh interfluve and the left bank of the Upper Ob, a reduction of the arable land and a high natural dynamics of water bodies are most indicative. The right bank of the Ob is characterized by the lowest dynamics of all types of land cover and a significant dynamics of artificial water bodies. In the mountain basins, a noticeable decrease in the forest areas largely in favor of natural grass communities was caused by the economic activities. It is also shown that the directions of changes and transitions of different types of land covers can differ greatly for different groups of landscapes. 相似文献
15.
J.N. Sarma 《Geomorphology》2005,70(3-4):226
The Brahmaputra River finds its origin in the Chema Yundung glacier of Tibet and flows through India and Bangladesh. The slope of the river decreases suddenly in front of the Himalayas and results in the deposition of sediment and a braided channel pattern. It flows through Assam, India, along a valley comprising its own Recent alluvium. In Assam the basin receives 300 cm mean annual rainfall, 66–85% of which occurs in the monsoon period from June through September. Mean annual discharge at Pandu for 1955–1990 is 16,682.24 m3 s− 1. Average monthly discharge is highest in July (19%) and lowest in February (2%). Most hydrographs exhibit multiple flood peaks occurring at different times from June to September. The mean annual suspended sediment load is 402 million tons and average monthly sediment discharge is highest in June (19.05%) and lowest in January (1.02%). The bed load at Pandu was found to be 5–15% of the total load of the river. Three kinds of major geomorphic units are found in the basin. The river bed of the Brahmaputra shows four topographic levels, with increasing height and vegetation. The single first order primary channels of this braided river split into two or more smaller second order channels separated by bars and islands. The second order channels are of three kinds. The maximum length and width of the bars in the area under study are 18.43 km and 6.17 km, respectively. The Brahmaputra channel is characterised by mid-channel bars, side bars, tributary mouth bars and unit bars. The geometry of meandering tributary rivers shows that the relationship between meander wavelength and bend radius is most linear. The Brahmaputra had been undergoing overall aggradation by about 16 cm during 1971 to 1979. The channel of the Brahmaputra River has been migrating because of channel widening and avulsion. The meandering tributaries change because of neck cut-off and progressive shifting at the meander bends. The braiding index of the Brahmaputra has been increasing from 6.11 in 1912–1928 to 8.33 in 1996. During the twentieth century, the total amount of bank area lost from erosion was 868 km2. Maximum rate of shift of the north bank to south resulting in erosion was 227.5 m/year and maximum rate of shift of the south bank to north resulting in accretion was 331.56 m/year. Shear failure of upper bank and liquefaction of clayey-silt materials are two main causes of bank erosion. 相似文献
16.
Sequential application of the single shift Normal Homogeneity Test (NHT) to the time series of Sahel rainfall revealed three clusters of discontinuities or breakpoints separating climatically stationary periods: 1933–1944, 1955–1974, and 1980–1989. At least one breakpoint was detected in 33 of the 55 series analyzed, while two breakpoints occurred in 12. The breakpoints of 1933–1944 marked the termination of spatially localized droughts in western Burkina Faso and southern Mali. Generally speaking, the Sahel drought that began in the late 1960s, persisted into 1998. However, abrupt positive shifts that occurred during the late 1980s restored mean annual rainfall to pre-drought levels at isolated locations. The stationarity of the periods between breakpoints suggests that the abrupt shifts are the dominant source of inhomogeneity in Sahel rainfall. Unlike the widely used climatic normal periods (CNPs), stationary periods are suitable for calculating various empirical indices for application in agriculture and rural water-resources planning in the area. The large number of breakpoints detected at different time periods suggests that Sahel rainfall series are prone to sudden transitions between quasi-stable climatic regimes; much like the onset, drought may terminate abruptly through a sudden shift in the mean annual rainfall. [Key words: Sahel, West Africa, drought, rainfall.] 相似文献
17.
The accumulation of sediment in river channels is a phenomenon that is not only influenced by the channel morphology, but also by the physical and geographical characteristics and the endogenous and exogenous processes taking place in the catchment. This paper presents an analysis of the impact the changes in lithological conditions have on the morphological and morphometric parameters of the Udava River channel and their relation to the channel accumulation forms representative of the river’s longitudinal profile as well as of its planform. Results document when accumulation forms occur and what is their spatial distribution within the longitudinal and cross-sectional river profiles. More resistant structures created sections with a lower degree of sedimentation, while in depression segments the degree of sedimentation was higher. With the increase in longitudinal slope, the impact of channel width on the average channel bar size increased. Also a difference in the accumulation was observed between the left and right bank which could be possibly explained by the impact of Coriolis force. 相似文献
18.
The geomorphic evolution of different parts of the Shiyang River catchment was analyzed in this study, using Quaternary chronologies, sedimentary facies, grain size, geochemical proxies, and pollen proxies of sedimentary sections and study sites to examine millennial-scale geomorphic processes. Results indicate that during the early and middle Holocene, most sections and study sites were eroded in the upper reaches, with an average erosion rate around 0.042 cm/yr, while sediment deposition appeared in the middle reaches, at a rate of 0.091 cm/yr. At the same time, the average deposition rate was 0.062 cm/yr in the lower reaches. During the late Holocene, erosion in the upper reaches was more severe, with the rate of 0.169 cm/yr, due to the development of steep river banks. The middle reaches showed an average late-Holocene erosion rate of 0.089 cm/yr, and sediments in the lower reaches were deposited at a rate of 0.011 cm/yr. Characteristics of all proxies are well related to the changes of erosion and deposition rates; therefore, climate change is assumed to be the primary factor for geomorphic evolution at the millennia scale, and geomorphic responses of different parts of the river are understood to be connected but distinct. 相似文献
19.
基于马尔科夫模型的新疆水文气象干旱研究 总被引：2，自引：0，他引：2
在气象干旱SPI和水文干旱SRI的二维变量干旱状态的研究基础上,通过一阶马尔科夫链模型对二维变量干旱状态进行频率、重现期和历时分析,并预测未来非水文干旱到水文干旱的概率,研究结果表明：（1）开都河、和田河在干旱形成中危害大,阿克苏河在干旱演变中危害大,开都河和叶尔羌河在干旱持续中危害大。开都河和叶尔羌河主要以气象水文干旱为主,和田河和阿克苏河以水文干旱为主。（2）开都河连续湿润或者干旱的概率最大,状态2与状态4、状态5的相互转移概率低,和田河和开都河状态4不能一步转移到状态2。（3）在长期干旱预测中,塔河流域从状态2达到状态4或者状态5的概率最低,开都河（或和田河）从非水文干旱状态到状态4的概率最大（或最小）,从非水文干旱状态到状态5的概率最小（或最大）。 相似文献
20.
A sediment budget is constructed for the South Saugeen River, a sixth-order stream basin in southwestern Ontario. Input from eroding glacial embankments accounts for up to 68% of the fine (<63 μm) sediment outputs from the basin. Sediment derived from eroding alluvial banks in the main river contributes approximately 22% of sediment outputs and is approximately equivalent in magnitude to sediments stored in the floodplain. The remaining 10% is derived from sheet and rill erosion of uplands that have been modified by agriculture. However, specification of an appropriate sediment delivery ratio from individual fields to the low-order tributaries remains problematic. Small reservoirs confined by mill dams constructed around the time of land settlement in 1860 store about 3% of the basin sediment inputs. The results demonstrate the importance of downstream, non-alluvial (glacial) sediment sources and can be linked to the model of increasing specific sediment yields with drainage area found in several other river systems of Canada. The high frequency of tall glacial banks in several entrenched river valleys entering the Great Lakes in southern Ontario indicates that the model of dominantly agricultural sediment inputs needs to be adjusted for this region. [Key words: sediment budget, glacial conditioning, reservoir sedimentation, bank erosion, agricultural erosion, southern Ontario, Canada.] 相似文献