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01 September 2021, Volume 38 Issue 9
    

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    SPECIAL CONTRIBUTION
  • CHEN Gui-ya, FENG Bao-fei
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 1-6. https://doi.org/10.11988/ckyyb.20210079
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    In August 2020, Minjiang River, Tuojiang River and Fujiang River saw great or catastrophic floods brought about by heavy rainfalls in the upper reaches of the Yangtze River. Although the reservoir group in the upper reaches of the Yangtze River has been fully involved in the flood control, peak reduction and peak shifting, floods above safety water level still hit the Zhutuo-Cuntan segment of the mainstream in the upper reach of the Yangtze River, posing huge flood control pressure to Sichuan-Chongqing reach. We quantified the benefits of operating the Jinsha River reservoir group to the flood control of Sichuan-Chongqing reach by investigating in-depth the floods in August 2020 from aspects of the overview of storm flood, the operation process of Jinsha River reservoir group, and the restoration calculation. Our findings demonstrated that the Jinsha River reservoir group had detained and impounded 4.737 billion m3 of water during the Yangtze River No.4 and No.5 floods, accounting for 57.7% of the total water detention by reservoir groups upstream of Cuntan, together with the successful peak shifting along the Jialing River and Minjiang River basins. It had also prevented the whole upper mainstream from exceeding safety water level by reducing the peak discharge and water level in Sichuan-Chongqing reach by 9 400-11 700 m3/s and 2.6-2.8 m respectively, and furthermore effectively relieved the flood control pressure by cutting the flood peak water level at Cuntan by about 2.6 m, equivalent to nearly 90% of the total reduction of peak water level.
  • RIVER-LAKE PROTECTION AND REGULATION
  • LÜ Qing-biao, ZHU Yong-hui, XIE Ya-guang, YUE Hong-yan
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 7-13. https://doi.org/10.11988/ckyyb.20200518
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    On the basis of previous research results of river bank collapse, we reviewed the classifications of bank collapse types, summarized the influencing factors of river bank collapse into three categories inclusive of flow condition, river boundarycondition, and other factors. We further concluded the research progress of river bank collapse from aspects of numerical simulation and generalized model test. Furthermore, we analyzed and discussed the deficiencies of current research on the mechanism of river bank collapse. Such deficiencies are: factors are not considered comprehensively enough; numerical technologies lack perfection; and the accuracy of generalized model needs to be improved. Last but not the least, we put forward the key points and suggestions for future research work.
  • ZHANG Lin, MA Jing-xu, ZHANG Qian, YU Ru, REN Bei, WANG Yi-xin, ZHANG Ying-hao
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 14-20. https://doi.org/10.11988/ckyyb.20200708
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    The characteristics of runoff-sediment variation of Dongting Lake in recent six decades and its relationship with human activities were analyzed using Mann-Kendall trend test and double cumulative curve method based on the runoff-sediment data of Dongting Lake from 1955 to 2018. Under the influence of the waterway changes in Jingjiang reach of Yangtze River and the construction of water conservancy projects (WCP), declining trends were observed for the time series of runoff and sediment discharge at the three outlets of Yangtze River into Dongting Lake and the four rivers into Dongting Lake, of which the former was most significant. Affected by the water-sediment change at the three outlets, both the annual runoff and sediment discharge at Chenglingji presented dropping trends. An obvious downward trend was also discovered for the sediment deposition inside the Dongting Lake from 1955 to 2018. Such downward trend can be mainly attributed to the decrease of three outlets' sediment discharge caused by human activities such as the construction of WCP, which reduced the sediment concentration and deflected the dual cumulative runoff-sediment curves. The impact of human activities on runoff-sediment variation of Dongting Lake can be quantified by building the relations between cumulative runoff and sediment discharge before and after the deflection point. Calculations in this paper showed that human activities cut the annual sediment discharge at the three outlets, four rivers, and Chenglingji by 0.69×108 t/a (2003-2018), 0.22×108 t/a (1986-2018), and 0.21× 108 t/a (1981-2018).
  • WATER RESOURCES
  • LIU Yang-he, CHENG Lei, ZHANG Yun-fan, ZHANG Yan-jun, WEI Xiao-jing
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 21-26. https://doi.org/10.11988/ckyyb.20200854
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    Sudden and frequent mountain torrent disasters in small watershed feature short time and severe hazard, hence posing severe threats to regional economic growth and the safety of people's lives and property. Limited by the lack of rainfall and flood data in mountainous areas as well as the imperfect flow generation and confluence mechanism, the storm and flood simulation for small watershed is subjected to poor reliability and low accuracy. With Guanshan small watershed, a typical basin with mountain flood disaster in the Qinling-Daba Mountains in central China as a case study, we collected the data of ten representative flood events in recent years and simulated the floods with Xin'anjiang model,TUWMODEL,and TOPMODEL,respectively.On the basis of the modelling results, we calculated the weights of the aforementioned models in different intervals by using the BMA (Bayesian model averaging) method and presented a combined hydrological model suitable for small watersheds. Results demonstrated that compared with single hydrological model, the BMA method could enhance the pass rate of simulating flood peak discharge, flood volume and time of peak by 4.5%,39.7%,and 48.9%,respectively.The present research offers an effective approach for simulating the floods in Guanshan small watershed, and meanwhile is of theoretical and practical values for improving the accuracy of flood forecasting in small watershed in mountainous area.
  • WU Fan, CHEN Fu-long, DING Wen-xue, HE Chao-fei, LONG Ai-hua
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 27-34. https://doi.org/10.11988/ckyyb.20200635
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    In the purpose of assessing quantitatively the water resources carrying capacity in Xinjiang and identifying areas where water resources carrying capacity needs to be regulated, we constructed the index system and rating standard for water resources carrying capacity in Xinjiang and built a fuzzy set pair evaluation model. In association with the five-variable subtraction set pair potential, we assessed the water resources carrying capacity of fifteen prefectures in Xinjiang and diagnosed their trends. Results unveiled that the water resources carrying capacity of north Xinjiang is better than that in south Xinjiang and east Xinjiang in sequence. Areas at level Ⅰ accounted for 13.4% of Xinjiang, level Ⅱ 20%, level Ⅲ 20%, level Ⅳ 33.3%, and level Ⅴ 13.3%. The water resources carrying capacity of Ili Prefecture is the largest, and that of Hetian District the smallest. The value of five-variable subtraction set pair potential of Turpan region is -0.233 02, and Hami region -0.303 1, Aksu region -0.240 5, and Hetian -0.215 4, which belongs to the partial reverse potential, implying that the bearing capacity needs to be regulated. The results of fuzzy set pair analysis are generally consistent with those of fuzzy clustering and matter-element analysis. The research findings offer reliable scientific basis for the rational allocation and regulation of water resources in Xinjiang.
  • WATER ENVIRONMENT AND WATER ECOLOGY
  • ZHANG Wei, HU Yuan, TAO Jing-xiang, HUANG Hua-wei, WU Min
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 35-39. https://doi.org/10.11988/ckyyb.20200754
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    The eutrophication of urban lakes aggravates as the ecosystem function declines. Eutrophication of urban lakes is usually characterized by phosphorus limitation, while phosphorus mainly settles in sediments. Studying the content and distribution of phosphorus in lake sediments is of crucial significance to exploring its pollution status and controlling lake eutrophication. Yanglan Lake is a typical urban lake subjected to eutrophication in recent years. In this research, we took Yanglan Lake as a case study to probe into the content and spatial distribution of total phosphorus (TP) in surface sediments and assessed the status of phosphorus pollution by using single factor index method. Furthermore, we also examined the morphology and vertical distribution of phosphorus in sediments in three representative regions. We found that the TP concentration in surface sediments of Yanglan Lake ranged from 528 to 3 568 mg/kg, averaging 1 096 mg/kg. The west of the lake saw the highest TP concentration, averaging 1 362 mg/kg. The pollution index of TP in surface sediments ranged between 0.88 and 5.95, implying that the sediments in the whole lake area were polluted with phosphorus to different degrees. The lightly polluted area accounted for 9.38% of the whole lake area, moderately polluted area 32.81% and severely polluted area 57.81%. In addition, the proportion of exchangeable phosphorus was relatively small, whereas the proportion of Fe/Al bonded phosphorus in the sediments was the highest, which was the major source of phosphorus release in the sediments of Yanglan Lake.
  • WANG Zhen, LIU Min, LIN Li, ZHANG Sheng, PAN Xiong, TAO Jing-xiang
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 40-47. https://doi.org/10.11988/ckyyb.20200737
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    In the aim of investigating the pollution status of heavy metals in the middle and lower reaches of Hanjiang River, we collected water samples from 20 points in June 2019 (wet season) and January 2020 (dry season), respectively, and measured the concentrations of eight heavy metals (Cu, Zn, Pb, Fe, Mn, As, Se and Cd) in the waters. We further analyzed the spatio-temporal distribution characteristics of heavy metal pollution, and evaluated the pollution status of heavy metal. Our findings manifested that Fe and Mn were dominant heavy metals in the water body of the middle and lower reaches of Hanjiang River, while the concentrations of other six heavy metals met the surface water class-Ⅱ standard. The concentrations of Fe and Mn fluctuated greatly along the middle and lower reaches of the Hanjiang River, and their change rules were basically consistent. The maximum concentrations of Fe and Mn were detected at Zhupi River (a tributary), exceeding the limit of surface water environmental quality standard by 4.63 times and 0.13 times, respectively. In addition, the concentration of Fe in section S17 (Hanchuan City) exceeded the standard by 3.89 times. In association with historical data analysis, we found that heavy metal concentration of water body in the middle and lower reaches of Hanjiang River is on the rise in general in recent years. The evaluation results indicate that the water quality in the middle and lower reaches of Hanjiang River is generally good. Zhongxiang City and Hanchuan City are two cities with heavy metal pollution problems. The heavy metal pollution in the tributary Zhupi River should arouse more attention.
  • LUO Hui-ping, TANG Jian, CAO Hui-qun, ZHAO Ke-feng
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 48-54. https://doi.org/10.11988/ckyyb.20200763
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    To quantify the effect of water network connection on eutrophication, we established a mathematical water eco-environmental model of the Great Donghu Lake Network as a case study. Having simulated and analyzed the variations of eutrophication indices inclusive of COD, TN, TP and Chl-a before and after water network connection, we assessed the effect of water network connection on the comprehensive trophic state index and trophic states of lakes. Our findings manifested that after the water network connection, the water quality in Yangchun Lake, Shahu Lake and Beihu Lake improved, and the algae biomass and eutrophication level decreased; whereas the water quality in the East Lake and Yanxi Lake deteriorated, and the algae biomass and the eutrophication level increased. The results indicated that the effect of water network connection on eutrophication was complex with pollution risks. The research results offer reference for the management and operation of water network connection project.
  • WATER-SOIL CONSERVATION AND ECOLOGICAL RESTORATION
  • HAN Pei, DONG Lin-yao, WANG Zhi-gang, ZOU Ming-yang, REN Hong-yu, LIU Ji-gen
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 55-63. https://doi.org/10.11988/ckyyb.20200744
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    At present, the soil and water conservation zoning work of prefecture-level cities in China is lagging behind. Yichang, as a sub-central city of Hubei Province, is suffering from severe soil and water loss in the city. In the aim of guiding the zoning work for soil and water conservation, we present a four-level division of soil and water conservation for Yichang City as a case study, and evaluated the basic functions of each zone in line with the local conditions based on the results of national and provincial water and soil conservation planning. The soil and water conservation zoning of Yichang City comprises four levels, of which the first three levels follow the national first-level, second-level and third-level zonings. On this basis, the fourth level refines as six sub-zones: the hilly farmland protection zone along the Yangtze River Plain, the mountainous ecological conservation zone along the Xiangxi River, the mountainous hills and soil conservation zone of the Three Gorges reservoir area, the mountainous hills and soil conservation zone of Juzhang River, the mountainous water conservation and soil conservation zone of Qingjiang River, and the human settlement environment maintenance zone of central city. Such six sub-zones involves five basic functions of soil and water conservation: farmland protection, ecological maintenance, soil conservation, water conservation, and human settlements environment maintenance. In conclusion, the division of water and soil conservation zones in prefecture-level cities should follow national and provincial water and soil conservation zoning on one hand, and meanwhile highlight local characteristics and adapt to local conditions on the other. The soil erosion control work in Yichang City should put prevention first, protect water sources, and strengthen the supervision focuses of soil and water conservation.
  • WANG Zhi-qiang, CAO Shan-hao, ZHOU Yu-hang, CAO Xiu-ting, GAO Ye, LIU Xian-zhao
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 64-70. https://doi.org/10.11988/ckyyb.20200591
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    The aim of this study is to reveal the spatial and temporal changes of landscape stability in Liuyang River Basin. Remote sensing images of 1985, 2000, and 2015 were used to obtain the land use/cover types of three periods in the basin with the support of remote sensing and GIS technology. Hence, the landscape structure change, landscape stability, as well as the relation between them from 1985 to 2015 were analyzed by landscape analysis method. Research manifested that: 1) From 1985 to 2015, the overall landscape structure of Liuyang River Basin was characterized by increased-and-then-decreased fragmentation, patch edge complexity and landscape diversity, as well as human disturbance intensity and landscape aggregation degree in an opposite trend, implying that the landscape stability in the study area weakened but then improved. 2) The landscape stability is spatially heterogeneous, high in the east and south of the study area, while low in the middle and west. 3) The high-value correlation degree of forest land is the largest, followed by that of cultivated land, artificial surface, and water body in sequence, whereas the low-value correlation degree of artificial surface was the largest, followed by that of cultivated land, water body, and forest land in sequence. 4) Forest land is the key landscape to maintain the landscape stability of the basin. 5) Social economy and policy are the most important driving factors of landscape stability. The deterioration of landscape stability can be alleviated by effective policy regulation.
  • WATER-RELATED DISASTERS
  • ZHANG Tao, ZI Li, YANG Wen-fa, WANG Jia-hu
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 71-76. https://doi.org/10.11988/ckyyb.20200721
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    As an important non-engineering measure of flood disaster control, forecasting and early warning is the key link of disaster prevention, reduction and relief. In this paper we select five typical small watersheds to examine the applicability of SCS model. The five watersheds are: Guanshan River Basin of Hubei Province, Baisha River Basin of Sichuan Province, Wangmo River Basin in Wangmo County of Guizhou Province, Chabagou basin in Zizhou County of Shaanxi Province, and Magui River Basin in Gaozhou City of Guangdong Province, representing the water resources protection area in Qinling-Daba mountains,the southwest earthquake action area,the karst area, the loess plateau area, and the southeast coastal typhoon-affected area, respectively. Results reveal that the forecast schemes for Guanshan River, Baisha River, Wangmo River and Magui River are above the second class which can be used in practical flood forecasting, and the scheme of Chabagou basin achieves the third class which can be taken as reference for practical flood forecasting. The prediction accuracy of SCS model in the five typical demonstration areas is generally around 80%, higher than the average level (40%) of flash flood peak forecast in China. Generally speaking, SCS model has good applicability in flash flood simulation for various types of typical basins. It can be used for flash flood forecasting and early warning. SCS model has simple structure with small number of parameters, especially suitable for ungauged basins and easy to be popularized and applied.
  • XIE Yu-ying, LIU Zhi-yong, LIN Kai-rong
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 77-85. https://doi.org/10.11988/ckyyb.20200658
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    To identify dry-wet transition events over China and analyze their temporal and spatial distribution characteristics, we present a method to identify dry-wet transition events on monthly scale based on the rainfall anomaly index (RAI). Our findings indicate that the frequency of dry-wet transition events increased from April to August, while declined after August. The spatial patterns of dry-wet transition frequency vary among different months. During April to June, the high-frequency area mainly located in south China, while southwestern, northern, northeastern parts of China experienced more frequent dry-wet transition events during June to September. In general, dry-wet transition events occurred more frequently in southeastern part of China than the northwestern part, while intensity distribution of such events showed an opposite pattern. We further examined the variations of both the frequency and intensity in nine large river basins over different periods. Our results demonstrate that the occurrence of dry to wet events showed an increasing trend in Pearl River Basin, Yellow River Basin, Haihe River Basin, since 2000. However, there was no significant trend in the intensity of transition events. The study would provide a valuable reference for the flood and drought managements in China.
  • HYDRAULICS
  • CHEN Lei, TAN Jun-jun, SHI Xiao-tao, KE Sen-fan, TAN Hong-lin, LI Hong
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 86-91. https://doi.org/10.11988/ckyyb.20200726
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    Fishway is an important engineering measure for fish migration. In this paper, 3D turbulence numerical simulation of the flow field in fishway pool was carried out using standard RNG k-ε turbulence model and Tru-VOF tracking free liquid level method based on Flow-3D. The spatial distribution of flow velocity and flow pattern in fishway pool was studied, and the influence of the hydraulic characteristics of fishway on the upstream migration of target fish was analyzed. Results show that in the overflow weir combined with vertical slot fishway at design velocity (v=0.75 m/s), the average flow velocity at slot was 0.83 m/s (ranging between 0.76 m/s and 0.89 m/s), the flow velocity above weir was from 0.90 m/s to 1.12 m/s, and the velocity in backflow zone was in the range of 0.09-0.25 m/s, all within the limits of fish swimming ability. Nevertheless, in the adjacent of the slot baffle, the main stream obviously adhered to the wall. The design of fishway pool was optimized to meet the upstreaming requirements of fish.
  • ROCK-SOIL ENGINEERING
  • LI Li-hua, LIU Jia-bei, XIAO Heng-lin, PEI Yao-yao, XU Wei-sheng
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 92-96. https://doi.org/10.11988/ckyyb.20200648
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    The pollution of construction and demolition waste (C & DW) to groundwater must be considered in exploring the applicability of C & DW aggregates as an alternative material for permeable pavement subbases. In this paper, two common C & DW recycled aggregates, namely, recycled brick aggregate (CB) and recycled concrete aggregate (RCA), were selected as research objects. The concentration of leached heavy metals and the release characteristics and rules of contaminants were examined, and the influences of factors such as mix ratio, liquid-solid ratio, pH value and others on the leached concentration of heavy metals were analyzed. Results demonstrated that in pure brick environment, the leached concentration of Cd, Cu, Ni, and Zn hit the lowest, while in pure concrete environment, the leached concentration of Cr and Pb minimized. As liquid-solid ratio varied, the leached concentration of Cd and Zn barely changed, implying that Cd and Zn reached equilibrium. With the rising of liquid-solid ratio, the leaching rate and volume of Cr and Pb both increased, whereas the leaching rate of Cu and Ni dropped. At different pH values, the trends of leached concentration of Cd, Ni, and Pb varying with time were similar in general: with the rising of pH value, the balanced concentration reduced. The leached concentration of Cr displayed a positive relation with pH value. The leached concentration of Cu and Zn surged at extreme pH values, presenting a U-shaped curve. In conclusion, C & DW recycled aggregates can be used as pavement filler as the concentration of heavy metals after leaching meets China's relevant specifications.
  • NI Jing, HE Qing-qing, LI Shan-shan, MA Lei, ZHANG Shu-ling
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 97-104. https://doi.org/10.11988/ckyyb.20200581
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    The correlation between macroscopic mechanical strength and microstructure of fly ash cement soil subjected to water pollution and frost attack was investigated. The macroscopic mechanical strength was obtained from unconfined compressive strength tests through which the effects of water pollution type,number of freeze-thaw cycles,ratio of curing agent,and curing age were analyzed;the microstructure of the stabilized soil such as porosity and mineral composition was examined by permeability test,microscopic scanning electron microscopy(SEM) test and X-ray diffraction(XRD) test. Research results indicated that frost attack reduced the compressive strength of the stabilized soil and undermined the beneficial effect of extending curing age. Water pollution also resulted in a decreased compressive strength,and in particular,industrial wastewater had a stronger effect than sanitary water. In the polluted water environment,the high strength cementation transferred to the low strength cementation,while non-gelling crystals were produced,reducing the bonding performance of the cementitious material in the stabilized soil. As a result,the change in the microstructure impaired the macroscopic mechanical strength of the stabilized soil. In addition,with the increase of fly ash content,the porosity of the stabilized soil declined slightly while the permeability surged remarkably,which weakened the resistance to frost attack,especially in polluted water environment.
  • ZHAO Li-cai
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 105-112. https://doi.org/10.11988/ckyyb.20200650
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    Notable rheological behavior has been observed in the surrounding rock of tunnel in water-rich environment. The expression of creep damage in consideration of water content is established through triaxial compression creep test on sandstone at saturated state. The rheological behavior of sandstone is visco-viscoelastic-viscoplastic. The structure of creep model is determined as H-N-H|N-N|S by the unified rheological mechanics model theory. On such basis, the creep damage model is obtained through damage evolution and is extended to three-dimensional case. By three-dimensional difference computation of the constitutive model, secondary development is completed in FLAC3D by C++ and FISH languages. The secondary development is proved successful and the parameters of the model are correct via numerical verification. The present creep damage model is also verified feasible by three-dimensional computation of the tunnel under varied creep time. The research results offer reference for establishing and developing similar constitutive models and analyzing the safety of long-term tunnel operation.
  • LIU Hou-xiang, PANG Chang-xiu, ZHA Huan-yi, ZHU Xing-bin, LI Tao
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 113-120. https://doi.org/10.11988/ckyyb.20200538
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    The mechanics behavior and surrounding rock failure law of small-spacing tunnel under construction with unsymmetrical loading were studied via finite element method. The construction process (with CD (Center Diaphragm) construction method) with varied excavation sequence and tunnel distance was dynamically simulated and analyzed in ABAQUS. The rule of the plastic damage of surrounding rock under different spacing was discussed based on strength reduction method, and the reasonable tunnel spacing was determined. Results manifested that: 1) as for different excavation sequences, excavating the left tunnel first was superior to excavating the right tunnel first; 2) with the expansion of tunnel spacing, the displacement of surrounding rock of the left tunnel decreased continuously, while that of the right tunnel declined first and then increased; 3) also with the elongation of tunnel spacing, the horizontal displacement along the vertical center line of the intermediate rock column dropped gradually, whereas the vertical stress first reduced and then rose; 4) When the excavation of the right tunnel is completed, the bending moment at the right arch waist in the initial support of the two tunnels was obviously greater than that at the arch top, while the axial force was to the opposite; 5) with the increase of tunnel spacing, the plastic penetration degree of the intermediate rock column gradually weakened, the safety coefficient constantly improved, and the equivalent plastic strain gradually decayed. The research findings provide basis for the design and construction of small-spacing tunnel under unsymmetrical loading.
  • YIN Song, BAI Lin-jie, LI Xin-ming, FU Ying-jie, WANG Yu-long
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 121-127. https://doi.org/10.11988/ckyyb.20200536
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    Disintegration test of compacted granite residual soil taken from Shenzhen was carried out in consideration of iron oxide content, water content, and dry density. Test results demonstrated that the compacted granite residual soil disintegrated quickly, during which the disintegrated materials gradually peeled off from the soil specimen from the form of small particles to debris and then to mud, until the soil sample completely disintegrated. The disintegration process of soil was mainly affected by the content of iron oxide rather than by the physical state of soil specimen. The disintegration rate of compacted granite residual soil changed with time in three modes: surged at first and then plummeted; surged at first and then stabilized; multiple peaks appeared. The maximum disintegration rate climbed with the expansion of iron oxide content but dropped with the increase of the water content and dry density. The degree of the impact of water content on complete disintegration time depended on dry density. In the presence of small dry density, the time required for complete disintegration changed within a small range; when dry density exceeded 1.50 g/cm3, the time required for complete disintegration elongated gently with the rise of water content. Given the same water content, the time required for complete disintegration gradually increased with the rising of dry density.
  • FENG Wen-kai, ZENG Wei-kong, CHENG Ke-li, YI Xiao-yu, JIAO Long-xin
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 128-132. https://doi.org/10.11988/ckyyb.20200680
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    To extract rapidly the occurrence information from three-dimensional point cloud data of geological structural plane, we completed a set of algorithms that automatically fit the plane and calculate the structural plane occurrence by programming using Python. First of all, we expounded the principles of least squares and principal component analysis as well as the solution of plane equations; secondly, we designed the above two algorithms using Python language, and introduced singular value decomposition to help solve the principal component vector, and gave the key code and program flow; finally, we compared the two algorithms and analyzed their errors, and converted the plane equation into occurrence information. We then applied the present method to international public experimental data. Results manifested that for specified structural planes manually intercepted, the calculation error of structural plane occurrence was less than 1° on average compared with the actual value, not exceeding 2°; for irregular structural planes generated by unsupervised clustering segmentation, the calculation error was less than 4° on average compared with the actual value, not exceeding 8°. The error of principal component analysis method was even smaller. The results demonstrated that the present method is of high accuracy and convenience, and hence meeting practical engineering requirements.
  • ROCK-SOIL ENGINEERING
  • SONG Yong-jun, CHEN Jia-xing, ZHANG Lei-tao, REN Jian-xi, CHE Yong-xin, YANG Hui-min
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 133-140. https://doi.org/10.11988/ckyyb.20200679
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    In the purpose of obtaining the deterioration of mechanical properties of sandstone under drying-wetting cycles, we conducted NMR and uniaxial compression tests on weakly cemented sandstones under different drying-wetting cycles, and monitored the damage process of sandstone under loading by using acoustic emission (AE) technology. By defining the porosity of sandstone as damage variable, we built damage deterioration model of rock under cyclic drying-wetting loading to explore the damage deterioration mechanism of loaded rock mass under drying-wetting. Our findings demonstrated that the increment of spectrum area of sandstone peaked at the beginning of cycle, and then attenuated with the proceeding of dry-wet cycles; the T2 spectral area of rock sample after uniaxial compression surged compared with that before failure. With the increase of cycle number, the plastic deformation of sandstone samples augmented, and the cumulative AE ring count reduced by 76.21% to the most. The uniaxial compressive strength and elastic modulus both decayed exponentially with the increase of drying-wetting cycles. By characterizing the deterioration of rock mechanical parameter with the deterioration degree, we found that the deterioration rate of uniaxial compressive strength decreased continuously with the increase of porosity.
  • INFORMATION TECHNOLOGY APPLICATION
  • XU Wen-jie, WANG Zhong-jing
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 141-148. https://doi.org/10.11988/ckyyb.20200674
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    As Internet + technologies develop, informatization, mobile office, and resources sharing have become the trends of various industries. In hydraulic engineering, geotechnical engineering, and engineering geology fields, most calculations are based on desktop software, which lacks standardized management and qualified teamwork performance, resulting in the waste of resources. Based on cloud computing technology, we made a detailed exploration from the technical aspects of algorithms, 2D and 3D visualization and interface interaction and hence developed a Web-oriented hydraulic cloud computing platform—THC. The cross-platform cloud computing and cloud visual, cloud approval, cloud sharing and etc. of the calculations can be completed using THC. The applications of THC's four major modules, namely, statistical analysis of rock mass, geotechnical test, slope stability analysis, and flood routing, demonstrate that THC provides reliable and convenient computing services for users. Meanwhile, as the first cloud computing platform with good interaction in the field of hydraulic and civil engineering, THC also offers sound computing services for teachers, students, enterprises and researchers, and is of great significance to promoting the standardization and information management of data.
  • INSTRUMENTATION DEVELOPMENT AND TESTING TECHNIQUES
  • CHEN Jian-feng, LIU Zhe-ning
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 149-153. https://doi.org/10.11988/ckyyb.20200742
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    Automatic monitoring technology is the development direction of slope monitoring in future as it saves time and effort and can work in real time and all-weather. In this paper, an automatic monitoring technology which only uses the comprehensive measuring instrument for settlement and dip angle was introduced. It was applied to the monitoring of a high cutting slope of an expressway, and the slope landslide was successfully warned. The comprehensive measuring instrument for settlement and dip angle is of high precision and relatively low price. It could monitor the ground surface settlement, and also the ground surface inclination. It should be suitable for all kinds of slope monitoring and is worthy of popularization and application in automatic slope monitoring in the future.
  • SCIENCE AND TECHNOLOGY NEWSLETTER
  • WANG Wei, LU Sheng-li, ZHAO Ren-ji, LIN Song
    Journal of Changjiang River Scientific Research Institute. 2021, 38(9): 154-158. https://doi.org/10.11988/ckyyb.20201362
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    The seepage of reservoir dam has always been a difficult problem in engineering construction, especially after the impoundment of dam. Limited by site or interference conditions, conventional nondestructive testing methods such as high-density electrical method and ground penetrating radar could not easily find the specific location and scale of leakage accurately. In this paper, the cross-hole ultrasonic transmission technology is introduced to detect the cracks in a dam. The first-break travel time of the obtained sound wave is picked up, and the wave velocity structure in the dam medium is obtained by using grid ray. The specific location and scale of dam cracks are determined with PSD (power spectrum density) discriminant method. The research results demonstrate that the cross-hole acoustic transmission imaging technology could detect the fracture development state of dam abutment by obtaining high resolution images. The detection results are highly consistent with the drilling data. In conclusion, it is proved to be an effective method for detecting reservoir dam leakage. The detection results offer detection basis for the treatment of leakage in large and medium-sized reservoir dam, and also provide reference for comprehensive assessment of reservoir dam risk consequences.