倒置显微镜拍照法对浮游植物计数的稳定性分析     

陈明华  史康佳  李志杰  蔡菲  张浩  张建辉  胡文涛 《湖泊科学》2020,32(5):1564-1574

准确定量分析湖泊河流中浮游植物群落结构对评价湖泊河流健康和保障人类饮水安全至关重要.显微镜镜检法是定量分析浮游植物群落结构的唯一方法,但不能满足浮游植物计数分析要求.在Utermhl倒置计数管视野法基础上提出倒置显微镜拍照法,使用拍照法对小球藻、四尾栅藻、斜生栅藻3种纯藻样品和鄱阳湖野外样品计数得到:1)在5、10倍物镜下拍照因浮游植物个体太小导致计数不准确,在20、40倍物镜下拍照计数准确,增加拍照次数可较好地避免计数偏差,拍照次数是影响拍照法计数分析的主要因素; 2)小球藻、四尾栅藻、斜生栅藻在20和40倍物镜下分别拍摄5和10张照片时每升浮游植物计数稳定;鄱阳湖野外样品在20和40物镜倍下分别拍摄5、10张照片时每升浮游植物计数稳定; 3)倒置显微镜拍照法比计数框行格法、目镜视野法、目镜行格法和Utermhl倒置计数管视野法计数稳定,变异系数最小为0.812.  相似文献   

地震下钢纤维页岩陶粒混凝土动态抗压强度数值模拟分析     

郭金龙  代学灵  肖三霞  陈峰  林键辉  张平平 《华南地震》2020,40(4):119-126

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Bedrock erosion due to hoeing as tillage technique in a hilly agricultural landscape,southwest China     

Haichao Xu  Jianhui Zhang  Yuhang Wei  Jiadong Dai  Yong Wang 《地球表面变化过程与地形》2020,45(6):1418-1429

Tillage on hillslopes may not only induce severe soil erosion, but may also cause bedrock erosion under certain conditions. Yet, little is known about bedrock erosion by tillage in a hilly agricultural landscape, southwest China. The aim of this study is to quantify the translocation of rock fragments derived from bedrock fragmentation by hoeing under different conditions, including slope gradient, hoeing depth and soil-covered thickness using a gravel tracing method. The reliability of the gravel tracing method was confirmed by the bedrock dyeing tracing method. Hoeing depth is a significant factor affecting the translocation rate of rock fragments (Q_r ). Meanwhile, under the condition of overlying soil layers (0.06−0.10 m thick), the values of Q_r were significantly smaller with a reduction of 20.7−25.6%, compared with rock fragmentation by hoeing for bare bedrock. However, slope gradient was found to have insignificant effects on Q_r . Fractured bedrock moved as individual small fragments, which was mainly controlled by the hitting force of the hoe, while soil moved in the shape of lumps, which was dominated by both drag force of the hoe and gravity. This study suggests that hoeing into soil-covered bedrock can diminish bedrock erosion while providing soil matrix for shallow soil layers. Our work presents a quantitative assessment of bedrock erosion by hoeing and an underlying insight into characteristics of bedrock erosion by tillage operations in hilly agricultural regions with mudstone and shale, southwest China. © 2020 John Wiley & Sons, Ltd.  相似文献   

Influence of Headland Breakwaters on Morphological Processes at Longfengtou Beach in Haitan Bay,Facing the Taiwan Strait     

Cuiping Kuang  Yue Ma  Binyu Wang  Jueyi Sui  Jie Gu  Jianhui Liu  Gang Lei 《中国海洋大学学报(英文版)》2018,17(6):1290-1300

Breakwaters can be used as artificial headlands in beach nourishment to mitigate coastal erosion. Longfengtou Beach, located on the southwest coast of Haitan Bay facing the Taiwan Strait on the northeast, suffers severe erosion, where the monsoon causes significant season hydrodynamic variations. Headland breakwaters are intended to be employed to mitigate coastal erosion. A 2D sediment transport model is established using MIKE21 based on current-wave coupling and calibrated by measured data. Summer and winter wave conditions are chosen as characteristic weak and strong waves respectively. The numerical results of suspended sediment concentration and seasonal morphological evolution are compared under the conditions with and without the headland breakwaters. Sediment transport in summer can be regarded as mainly determined by current field, while in winter wave effect is strong enough to change current field. The northern breakwater, nearly perpendicular to the ebb current direction, obstructs the currents and decreases velocity of the ebb currents, and confines the water carrying sediments within the protection area during the flood period. The southern breakwater also breaks the waves in advance and significantly reduces the hydrodynamic effects during the flood period and maintains high suspended sediment concentration in the protection area. In general, two headland breakwaters decrease the erosion near the beach and enlarge the deposition area, which play a significant role in prevention of sediment loss in nearshore area and mitigate coastal erosion.  相似文献   

基于连岛沙坝原理设计的海滩排水管头地貌稳定性研究     

董标  蔡锋  金保明  刘建辉  雷刚 《海洋工程》2018,36(1):128-137

海滩排水管建设对海滩环境影响较大。以厦门会展中心连岛沙坝式排水管头工程影响海滩演变为例,研究连岛沙坝式海滩排水管头对海滩地形稳定性和沉积的影响。1)通过对研究区连岛沙坝式管头附近海滩10条剖面进行分析,研究管头附近海滩滩肩宽度、滩面坡度和单宽留存沙量等剖面形态变化特征。测量数据分析表明,无管头保护滩面高程降低,滩面坡度总体变陡,滩肩蚀退严重;受管头保护滩面高程上升,坡度变缓,滩肩宽度略有减小,剖面单宽沙量留存比例大于1。2)2012-2016年多期岸线及管头边界线变化结果表明,工程施工后,排水管身始终被沙体覆盖,一年后部分管头被沙体覆盖,最终管头被覆盖率稳定在70%以上。3)会展管头附近海滩潮上带和高潮带沉积物自北向南运移,低潮带则相反;潮上带和中潮带上部沉积物从管头所在"连岛沙坝"向两侧海滩输移,而低潮带和中潮带下部输移方向相反。沉积物粒径由岸向海逐渐变粗,越靠近管头,沉积物粒径呈变细趋势。最后讨论了引起管头局部海滩地形地貌变化的主要因素。  相似文献   

Variation in the vertical zonality of erodibility and critical shear stress of rill erosion in China's Hengduan Mountains     

Zhengan Su  Donghong Xiong  Jianhui Zhang  Tao Zhou  Hongkun Yang  Yifan Dong  Haidong Fang  Liangtao Shi 《地球表面变化过程与地形》2019,44(1):88-97

Soil erodibility is an essential parameter used in soil erosion prediction. This study selected the Liangshan town watershed to quantify variation in the vertical zonality of rill erodibility (k_r) in China's ecologically fragile Hengduan Mountains. Soil types comprised of yellow–brown (soil A), purple (soil B), and dry-red (soil C) in a descending order of occurrence from the summit to the valley, which roughly corresponds to the vertical climate zone (i.e. cool-high mountain, warm-low mountain, and dry-hot valley sections) of the study area. With elevation, vertical soil zonality varied in both soil organic matter (SOM) content and soil particle-size fractions. A series of rill erosion-based scour experiments were conducted, using water discharge rates of 100, 200, 300, 400, 500, and 600 mL min^-1. Additionally, detachment rates (Dr) were measured under three hydrological conditions (the drainage, saturation, and seepage treatments). Results show that both Dr and flow shear stress (Ʈ) values increased as discharge increased. As elevation increased, the k_r values decreased, while the vertical zonality of critical shear stress (Ʈ_c) values showed no obvious variation. The highest k_r values were observed during the seepage treatment, followed by the saturation treatment then drainage treatment, indicating that variation in vertical hydraulic gradients could significantly alter k_r values. This study also found that land-use types could also alter k_r and Ʈ_c values. Further research, however, is necessary to better quantify the effects of subsurface hydrological conditions and land-use types on k_r under different soil zonalities in China's Hengduan Mountains. © 2018 John Wiley & Sons, Ltd.  相似文献   

Network-based triple-frequency carrier phase ambiguity resolution between reference stations using BDS data for long baselines     

Weiming Tang  Mingxing Shen  Chenlong Deng  Jianhui Cui  Jia Yang 《GPS Solutions》2018,22(3):73

Network-based ambiguity resolution (AR) between reference stations is the prerequisite to realize a precise real-time kinematic positioning service. With the help of BDS triple-frequency signals, we can efficiently deal with the ionospheric delay and tropospheric delay, and achieve rapid and reliable AR. To overcome the inaccurate ionospheric delay estimated by the geometry-free three carrier ambiguity resolution (GF TCAR) technique, which leads to failure in the original ambiguity resolution, we propose an ionospheric-free (IF) TCAR method to resolve the ambiguity between the reference stations over long baselines. Taking full advantage of the known positions of the reference stations, the easily resolved extra-wide-lane (EWL) ambiguity, and the IF phase combinations, we can reliably fix the wide-lane (WL) ambiguity. A Kalman filter is applied to estimate precise IF ambiguities and the original ambiguity is resolved with the fixed WL ambiguity. A numerical analysis with triple-frequency BDS data from three long baselines of a CORS network is provided to compare the AR performance of GF TCAR with that of IF TCAR. The results show that both methods can reliably resolve the WL ambiguity with a remarkable correctly-fixed rate of higher than 99%, and the reliably-fixed rates of the IF TCAR slightly increase from 92.19, 94.67 and 94.61–98.26, 99.54 and 97.51% for the three baselines. Herein “correctly-fixed” and “reliably-fixed” mean the difference between the float ambiguity and the true one are less than ± 0.5 and ± 0.25 cycles, respectively. On the other hand, the AR performance of the original signals with the IF TCAR method is much better than that with the GF TCAR method attaining a 100% correctly-fixed rate, while the GF TCAR method can hardly fix the original ambiguity with the largest bias being as much as 4 cycles because of the amplified systematic bias.  相似文献   

An improved ionosphere interpolation algorithm for network RTK in low-latitude regions     

Jianhui Cui  Weiming Tang  Lei Jin  Chenlong Deng  Xuan Zou  Shengfeng Gu 《GPS Solutions》2018,22(4):109

A traditional interpolation algorithm with the linear interpolation method (LIM) using a fixed number of reference stations is widely used in network RTK to obtain the ionospheric delays for the users. In low-latitude regions, where the ionosphere is relatively active, however, large interpolation errors exist, especially for satellites at low elevation angles. Considering the characteristics of “coinciding ionospheric pierce points (CIPPs)” with a similar nature of ionospheric delays, an improved interpolation algorithm is proposed. In this algorithm, all stations with CIPPs are used to establish the interpolation model; thus, more precise interpolation model is achieved. To validate the performance of the proposed algorithm, data from some reference stations in Guangdong Province of China were used, and the results are compared with those with the traditional interpolation algorithm. Numerical analysis shows that the interpolation accuracy of the proposed algorithm increases by 10–30% compared with the traditional one. Since the number of reference stations is flexible, the proposed algorithm can also balance the model accuracy with the computation burdens. In addition, the proposed algorithm is less affected by the selection of master reference station. In terms of network RTK on-the-fly positioning, the time-to-first-fix is reduced when replacing the traditional interpolation algorithm with the proposed one.  相似文献   

Volume estimation and stage division of the Mahu landslide in Sichuan Province,China     

Yulong Cui  Jianhui Deng  Chong Xu 《Natural Hazards》2018,93(2):941-955

The Mahu lake, the third deepest lake in China, is located on the west bank of the Jinsha River in Leibo county, Sichuan Province. It is a dammed lake created by an old landslide on the ancient Huanglang river, a tributary on the west bank of the Jinsha River. Previous studies (Wang and Lu in J Mt Res S1:44–47, 2000) suggested that this landslide was caused by an earthquake approximately 372 ka (Middle Pleistocene), during which a few hundreds of million cubic meters of debris were deposited between 1177 and 900 m a.s.l. (above sea level), covering an area of around 15 km². Our further investigations, including geodetic survey, borehole drilling, and field reconnaissance, combining with five chronological data, have made some new discoveries at this site. First, the toe of the landslide extends from 900 m a.s.l. down to 320 m a.s.l., i.e., the local bed elevation of the contemporary Jinsha River. Second, the area of the landslide deposits is 17.3 km² with a volume of 2.38 km³, much larger than the previous estimation. Thus, it should be one of the largest known landslides in China. And the lower elevation of the landslide’s toe also rules out the possibility that it is a hanging valley on the ancient Huanglang river. Our work suggests that this landslide was created by five events according to the overlapping characteristics of the deposits and five chronological data, which are old than 52,600 years, old than 16,000 years, old than 15,500 years, 5800 years, and old than 4200 years, respectively.  相似文献   

基于弱光栅技术的地面沉降自动化监测系统          下载免费PDF全文

何健辉  张进才  陈勇  闫星光  施斌  魏广庆  贾立翔  刘苏平 《水文地质工程地质》2021,48(1):146-153

光纤监测技术具有分布式、精度高等特点,在地面沉降监测中具有独特优势。但受限于监测成本较高与监测环境复杂,目前地面沉降光纤监测多通过人工采集数据,限制了在特殊环境变化情况下地面沉降的实时信息获取。文章在地面沉降钻孔全断面光纤监测技术的基础上,设计并建立了基于弱光栅技术的地面沉降自动化监测系统。该监测系统利用弱反射光栅、时分复用、物联网和数据库等技术,通过4G无线通信手段实现了地面沉降在线自动化监测和远程数据实时采集,并通过客户端系统软件实现数据的存储、查询和分析。将其应用到衡水地区地面沉降监测中,结果表明:钻孔内土层压缩变形主要发生在以黏性土为主的隔水层（Ad2、Ad3、Ad4）;受季节性地下水开采的影响,钻孔100～400 m深度范围内砂土含水层存在波动变化,在监测期内,冬季略回弹,随后春季地下水开采量增大,地下水位下降,土层呈现压缩趋势。监测结果验证了该系统的可行性与准确性,使得整个地面沉降监测流程趋于自动化、规范化和低成本化,具有广泛的应用前景。  相似文献