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131.
M. M. Wani V. K. Choubey Himanshu Joshi 《Journal of the Indian Society of Remote Sensing》1996,24(1):25-32
Indian Remote Sensing satellite (IRS)-1B, Linear Imaging Self Scanner (LISS)-II spectral digital data was analysed to determine the feasibility of quantifying the concentration of suspended solids in the surface water of inland water body, Dal lake, in Srinagar, India. The water samples collected in concurrent with IRS-1B overpass, were analysed to determine the concentration of suspended solids. The results indicate that a positive functional relationship exist between the concentration of suspended solids and the visible wave length bands 1 and 3 and near infrared band 4. It has been observed that as the concentration of suspended solids increase, the spectral response also increases. It is concluded that IRS LISS-H data can be effectively used to quantify suspended sediment concentration in the Dal lake surface water. 相似文献
132.
余模智 《武汉大学学报(信息科学版)》1994,19(4):371-373
提出了一种测量直径小于1mm的玻璃珠折射率的新技术,其精度可达10-4,比常规的浸液法测量方便而又精确. 相似文献
133.
近年来绵阳市土地利用变化现象表现十分明显,但缺乏比较深入的研究。本文根据绵阳市涪城区2000年和2010年的土地利用变化动态监测数据,利用CA-Markov模型对2020年的土地利用空间格局进行预测,并对引起该区土地利用变化的驱动力进行分析。 相似文献
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High pressure experiments have been made on the stability of richterite50-tremolite50 solid solution by the piston-cylinder type high pressure apparatus in the pressure range from 15 to 40 kb, at temperatures from 700 to 1150°C. This amphibole is stable up to 40 kb at 700°C, and the breakdown pressure gradually decreases with increasing temperatures. It is suggested that this amphibole, on the basis of high pressure experiments, may occur in the upper mantle. 相似文献
138.
On the Distance Function Between Two Keplerian Elliptic Orbits 总被引:1,自引:0,他引:1
Konstantin V. Kholshevnikov Nikolay N. Vassiliev 《Celestial Mechanics and Dynamical Astronomy》1999,75(2):75-83
The problem of finding critical points of the distance function between two Keplerian elliptic orbits is reduced to the determination
of all real roots of a trigonometric polynomial of degree 8. The coefficients of the polynomial are rational functions of
orbital parameters. Using computer algebra methods we show that a polynomial of a smaller degree with such properties does
not exist. This fact shows that our result cannot be improved and it allows us to construct an optimal algorithm to find the
minimal distance between two Keplerian orbits.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献
139.
A series of experiments were done to reveal the overtopping breaching process of non-cohesive and cohesive levees in a U-bend flume. The flood hydrograph and breaching geometry were measured and analyzed in detail. The results show that the levee breaching processes can be briefly divided into four stages: slope erosion, longitudinal headward gully-cutting, lateral erosion, and relative stabilization. For non-cohesive levees, non-symmetrical lateral development of the breach occurs throughout the four stages, and the final non-symmetrical coefficient is approximately 2.2–2.6. Larger flow discharge or higher water level can accelerate the breaching process, while coarser sands tend to accelerate the process initially but depress the process at the end. The fluvial erosion rate of a non-cohesive breach shows a power-function relation with the excess wall shear stress. For cohesive levees, a plateau forms in the breach partially blocking the flow in the first two stages. The breach flow is approximately perpendicular to the levee body, and, thus, the erosion rates of the two breach sides are almost the same. Non-symmetrical lateral development mainly occurs in the third stage when the deep gully forms. The final non-symmetrical coefficient is approximately 2.7–3.3. It is expected that these findings can provide a valuable experimental dataset and a theoretical basis for breach closure and flood alleviation. 相似文献
140.
Biraja Kumar Sahu Mehmuna Begum M.K. Khadanga Dilip Kr Jha N.V. Vinithkumar R. Kirubagaran 《Marine pollution bulletin》2013,66(1-2):246-251
Port Blair is the capital city of Andaman & Nicobar Islands, the union territory of India. More than 50% of the population of these islands lives around Port Blair Bay. Therefore the anthropogenic effects in the bay water were studied for monitoring purpose from seven stations. Physico-chemical parameters of seawater were analyzed in samples collected once in every 3 months for 2 years from seven sampling stations located in Port Blair Bay, South Andaman Island to evaluate the spatial and tidal variation. Cluster analysis and factor analysis were applied to the experimental data in an attempt to understand the sources of variation of physico-chemical parameters. In cluster analysis, the stations Junglighat Bay and Phoenix Bay having high anthropogenic influence formed a separate group. The factors obtained from factor analysis indicated that the parameters responsible for physico-chemical variations are mainly related to land run-off, sewage outfall and tidal flow. 相似文献