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1.
利用ｆｘ－４５００Ｐ计算器，可对许多工程计算问题进行编程计算。尤其在测绘领域中，该计算器完全可以满足各级控制网、点之平面和高程计算等问题，但必须充分利用该机的较为先进的编程功能，才能快速、高效，准确地完成各种计算问题。 相似文献
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物性参数测定计算及其统计计算的一种快速方法罗德传，王文辉（东北大学秦皇岛分校，秦皇岛市０６６００４）ＥＬ５１００型计算器可用于程序计算、手工计算和统计计算。本文介绍ＥＬ５１００型计算器在野外进行物性参数测定计算及统计时的使用，可以解决计算机的“远水不... 相似文献
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极射赤平投影广泛用于地质、工程地质等领域，以方便表示及求解各种线、面间的关系。若采用标准吴氏网，所得图件直径亦是20cm，而实际需要直径往往较小，图件必须缩小，费工费时，且不准确。有现成的计算机软件，但需配备昂贵的外设。本文通过几何推导，得出常规作图法采用参数值计算表达式，针对地质技术人员普遍配置CASIOfx-180P及CASIOfx—3600P科学计算器，编制了参数值计算程序，为作图提供了技巧。1极射赤平投影常规作图法特点及难点圆0为基圆，点0为圆心，R0为半径。设弧NBS是一倾向90°倾角θ的过球心的平面的赤平投影，A为… 相似文献
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凡进行储量计算,都必须测定各种参数,并计算其平均值.为了提高计算各种参数的效率和精度,笔者按日本产EL-5002型计算器的性能,设计了常用的几种参数的计算程序,供实际工作人员使用.我国广州产的8031型计算器和大连产的DS-5型计算器,与EL-5002型计算器完全相同,故下列各程序,对于以上三种计算器都适用. 相似文献
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针对我处煤矿生产测量工作的现状和特点，结合实际计算程序，介绍了可编程序计算器应用的优点及其应用方法。 相似文献
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利用ＥＬ－５１００Ｓ计算器，根据制图工作所需图幅元素精度，进行坐标正反算，边长计算，图幅面积计算，子午线收敛角及邻带坐标的计算。 相似文献
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利用ＥＬ－５１００Ｓ计算器，根据制图工作对需图幅元素精度，进行坐标正反算，边长计算，图幅面积计算，子午线收敛角及邻带坐标的计算。 相似文献
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本文以贵州荔波董歌洞3号石笋第6、1次和4号石笋第2次主要沉积间断为例,说明依序发生于89.96kaBP、128.65kaBP、113.40kaBP,结束于0.32kaBP、128.21kaBP、65.50kaBP,延续时间89.65ka、0.44ka、47.90ka的沉积间断,具多级次的地质、气候演变属性,沉积间断时间长,显示度明显,气候事件复杂,间断频发,必有更丰富的气候、环境、地质内涵。贵州都匀凯酉七星洞2号石笋Q2F1、Q2F2,5号石笋Q5F3是碰断面,依序发生于74.24kaBP、60.72kaBP、36.80kaBP,彼此相间隔13.52ka、23.92ka,断面及其上、下石笋段的沉积特征,属突变(灾害)性事件,也有其古气候环境意义。系列事件的测年,须在系统测年基础上,于间断、碰断面上下加密测试,及石笋沉积特征的综合观测,以提高事件测年和定性的可信度,增加古气候环境信息量。 相似文献
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太白山佛爷池剖面的全新世环境变化信息 总被引：5，自引：0，他引：5
太白山佛爷池海拔3410m,是一个发育在古冰斗中的冰蚀湖。自湖中210cm沉积剖面进行沉积物粒度、孢粉和测年采样分析,表明自8200aBP以来的环境经历了明显的冷暖干湿变化。8200~6800aBP温暖湿润,在7200aBP出现明显增温;6800~5900aBP气候开始波动,大约在6300aBP有一次短暂的变冷,在6000aBP前后出现明显暖期;5900~4800aBP气温下降,大约在5200aBP达到最低,然后气温缓慢回升;4800~2600aBP气候较为温暖湿润,大约在3000aBP达到最高;2600~900aBP气候变冷湿,大约1500aBP达到最低;900aBP~现代变好。 相似文献
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This paper presents results from two flume runs of an ongoing series examining flow structure, sediment transport and deposition in hydraulic jumps. It concludes in the presentation of a model for the development of sedimentary architecture, considered characteristic of a hydraulic jump over a non-eroding bed. In Run 1, a hydraulic jump was formed in sediment-free water over the solid plane sloping flume floor. Ultrasonic Doppler velocity profilers recorded the flow structure within the hydraulic jump in fine detail. Run 2 had identical initial flow conditions and a near-steady addition of sand, which formed beds with two distinct characteristics: a laterally extensive, basal, wedge-shaped massive sand bed overlain by cross-laminated sand beds. Each cross-laminated bed recorded the initiation and growth of a single surface feature, here defined as a hydraulic-jump unit bar . A small massive sand mound formed on the flume floor and grew upstream and downstream without migrating to form a unit bar. In the upstream portion of the unit bar, sand finer than the bulk load formed a set of laminae dipping upstream. This set passed downstream through the small volume of massive sand into a foreset, which was initially relatively coarse-grained and became finer-grained downstream. This downstream-fining coincided with cessation of the growth of the upstream-dipping cross-set. At intervals, a new bed feature developed above and upstream of the preceding hydraulic-jump unit bar and grew in the same way, with the foreset climbing the older unit bar. The composite architecture of the superimposed unit bars formed a fanning, climbing coset above the massive wedge, defined as one unit: a hydraulic-jump bar complex . 相似文献
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依据松辽盆地西南部新站地区嫩江组三段孢粉和藻类化石百分含量纵向变化特征,自下而上划分7个能识别水体盐度变化的孢粉和藻类组合：Cyathidites Pinuspollenites Dinogymniopsis组合,指示缩小的微咸水湖相沉积环境;Dinogymniopsis Leiosphaeridia Pinuspollenites组合,代表水域扩大的微咸水湖相沉积环境;Cicatricosisporites Pinuspollenites Botryococcus组合,代表水域缩小的淡水-微咸水湖相沉积环境;Dinogymniopsis Chlamydophorella Taxodiaceaepollenites组合,反映淡水与微咸水频繁交互变化的浅湖相沉积环境;Cicatricosisporites Pinuspollenites Pediastrum组合,代表水域缩小的淡水湖相沉积环境;Nenjiangella Balmula Cyathidites组合,代表水域范围较大的淡水湖相沉积环境;Cyathidites Trilobosporites Botryococcus组合,指示水域缩小的微咸水湖相沉积环境。 相似文献
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垃圾填埋场复合衬垫剪切特性单剪试验研究 总被引：1，自引：0，他引：1
针对垃圾填埋工程中复合衬垫的界面抗剪特性,利用改进的叠环式单剪仪,对由砂土-无纺型土工布-土工网格-土工膜-夯实粘土组成复合衬垫进行了整体剪切试验研究。重点讨论了复合衬垫整体单剪试验的应力-位移曲线、相同剪切应力下各个界面的位移大小与变化特征和强度特性。研究结果表明：复合衬垫整体单剪试验的应力-位移曲线在低法向应力试验中没有呈现明显的软化特征,在高法向应力试验中有硬化现象;随法向应力增加剪切破坏面会发生转移;目前常用的把复合衬垫拆分为单个界面进行研究来确定最危险界面的方法不能够正确地反映填埋场中的复合衬垫在加载过程中的衬垫单元的实际受压变形情况和在剪切变形过程中最危险破坏面转移的情况;复合衬垫界面的抗剪强度包线呈现双曲线性质。 相似文献
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This article deals with the design of a resource discovery system, based on a Web interface, for searching and downloading
data stored in a Geo-Data Server. The main features of the Geo-Data Server are the design of a cartographic and image database,
following international standards, a relational catalogue, containing meta-information on the archived data, and a high-level
interface to access the system. The Geo-Data Server implements a distributed system where data are appropriately organised
for remote consultation. 相似文献
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A New Method for In-situ Non-contact Roughness Measurement of Large Rock Fracture Surfaces 总被引：2，自引：1，他引：2
Summary
This paper presents a new method for in-situ non-contact measurements of fracture roughness by using a total station (TS).
The TS is a non-reflector geodetic instrument usually used for measuring control points in surveying and mapping. By using
a special-developed program, the TS can be used as a point-sensor laser scanner to scan a defined area of the fracture surface
automatically, in field or in laboratory, at a distance away from the target surface. A large fracture surface can be automatically
scanned with a constant interval of the sampling points, both within a defined area or along a cross-section of the exposed
rock face. To quantify fracture roughness at different scales and obtain different densities of the scanned points, the point
interval can be selected with the minimum interval of 1 mm. A local Cartesian co-ordinate system needs to be established first
by the TS in front of the target rock face to define the true North or link the measurements to a known spatial co-ordinate
system for both quantitative and spatial analysis of fracture roughness. To validate the method, fracture roughness data recorded
with a non-reflector TS was compared with the data captured by a high-accuracy 3D-laser scanner. Results of this study revealed
that both primary roughness and waviness of fracture surfaces can be quantified by the TS in the same accuracy level as that
of the high accuracy laser scanner. Roughness of a natural fracture surface can be sampled without physical contact in a maximum
distance of tens of meters from the rock faces.
Received May 24, 2001; accepted July 24, 2002; Published online November 19, 2002 相似文献
19.
Parama Roy 《Geoforum》2010,41(2):337-348
Arguments regarding citizen involvement and empowerment within neoliberal urban politics are ample in geographic literature. Existing discussions often define and evaluate empowerment as either some social, political, or economic end-product of a specific event. Such singular conceptualization is problematic. First, different kinds of social, political, and economic changes can simultaneously empower/disempower communities in contradictory ways. In addition, the view of empowerment as an end-product of a present event obscures a more nuanced understanding of empowerment as an ongoing process of state-civil society relation-building. An in-depth assessment of such a process is only possible with reference to the past and the potential future occurrences. Elwood’s (2002) multi-dimensional conceptualization of empowerment recognizes the limitations of a singular definition of empowerment. However, it falls short of operationalizing empowerment as a temporal process with a historically and geographically contingent past, dynamic present, and future in the making. Therefore, in this paper I expand on Elwood’s framework to show how a process-based view as opposed to a narrow end-product-based or event-based one can provide a deeper understanding of state-civil society interaction and community empowerment. This paper analyzes the interaction between the City of Milwaukee, the residents of a predominantly black inner-city neighborhood, the Walnut Way, and their community organization, the Walnut Way Conservation Corp. within a land-use dispute related to the development of a park space into a housing project. Using data collected through semi-structured in-depth interviews, archival research, and participant observation, this paper emphasizes that despite methodological limitations of collecting long-term data, community empowerment can and should be studied as a process with reference to the past, present, and potential future state-civil society interactions. 相似文献
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燕山南缘盘山岩体的热历史与构造-地貌演化过程 总被引：6，自引：1，他引：5
应用热年代学方法,揭示了燕山南缘盘山岩体的热历史与隆升过程。结果表明,盘山岩体的侵位深度约为10km.岩体侵位以后,经历了快速冷却过程,在226.48Ma~204.95Ma期间,岩体温度由520℃冷却至300℃,平均降温速率为10.22℃/Ma.204.95Ma~118Ma期间为盘山岩体的缓缦隆升时期,平均隆升速率约为0.028mm/a,隆升幅度约2.5km.118Ma~96Ma为盘山岩体较快速隆升时期,隆升速率为0.035mm/a,隆升幅度约0.77km.96Ma~35Ma为盘山岩体与盘山山脉的快速隆升时期,隆升速率约为0.115mm/a,隆升总幅度达7km.35Ma以来,盘山岩体的隆升速率很小,仅约0.014mm/a,隆升幅度约为0.5km.盘山周缘环状构造系统的形成时代略早于226.48Ma,盘山南缘边界正断层的活动时代为中生代末~始新世。 相似文献