专题图件面积量测中精度与平差问题初探——日产KP-80N型求积仪为量测工具

笔者根据量测1:1×10~5阿克苏河流域土地利用图的实验数据,从量测技术和被测图幅本身特点入手,探讨了它们与精度的关系.图斑面积量测误差主要与图斑的周长/单位面积值有关,并阐述了依其平差的科学性及按图斑面积比例平差的不合理性.     

简述几种GPS控制网平差方法的优缺点

介绍了几种GPS控制网平差方法的优缺点,通过大连金州区航测数字化成图任务时所实施的的基础控制为例,介绍大面积GPS控制网在平差时应选用的方法。     

利用地球重力场模型确定南极大地水准面

利用我国最新地球重力场模型 WDM94,给出了南极 (纬度范围为 - 60°～ - 90°)大地水准面高和平均空间重力异常。为了全面总结分析南极大地水准面特征 ,收集了国外最新地球重力场模型 OSU91 ( 360阶次 )和 JGMOSU( 360阶次 ) ,计算了相应的大地水准面高和平均重力异常。其结果分别与 WDM94的结果作了比较 ,WDM94与 OSU91和 JGMOSU的大地水准面高标准差分别为± 1 .90 m和± 2 .0 9m,平均空间重力异常标准差分别为± 8.97mgal和± 9.32 mgal     

1999/2000年夏季南极普里兹湾及湾口区叶绿素a和初级生产力

20 0 0年 1月 1 9日至 2 7日在 70°3 0′E- 75°3 0′E,6 2°S以南的南极普里兹湾近岸陆架区的陆隆向深海区设三条纵断面进行浮游生物现存量、真光层深度和光合作用速率的现场观测。并在冰间湖站 - 1 2进行连续昼夜观测。结果表明 ,观测海区叶绿素 a浓度高值位于近岸海湾、冰间湖和测区中部的陆坡区 ;陆坡中部站 - 6和 - 8,0 - 5 0 m的浅水层为叶绿素 a高值区 (2 .1 6- 5 .0 8μg/dm3 )。各测站平均叶绿素 a浓度 2 5 m次表层 (1 .49± 1 .6 1 μg/dm3 )高于表层 (1 .1 4±1 .1 9μg/dm3 ) ,5 0 m以下更深层的浓度随深度的增加而降低 ,2 0 0 m层叶绿素 a浓度仅 0 .0 3±0 .0 2μg/dm3 。昼夜观测结果表明表层叶绿素 a浓度在南极夏季的午后出现最大值 ,晨间出现最小值 ;2 5 m以浅水层的叶绿素 a浓度明显高于深层水 ,与封冰消融冰藻的释放有关。测区真光层潜在初级生产力为 0 .76 - 1 2 .5 9mg C/(m3· h) ,平均值为 4.0 1± 4.0 7mg C/(m3· h) ;海湾和陆架区现场生产力均超过 1 .5 g C/(m2 · d) ,陆坡、深海区约 0 .5 g C/(m2 · d)。高生产力位于高生物量的近岸海湾、陆架冰间湖区。光合作用同化数在 0 .88- 3 .1 0 mg C/(mg Chla· h)。表层叶绿素a浓度与海水中溶解氧浓度呈紧密相关 (Y=0 .0 5 9X     

1998/1999年南极夏季普里兹湾及北部海区叶绿素a和初级生产力的分布特征

1998 /1 999年南极夏季 ,作者随“雪龙船”在南极普里兹湾及其北部海区 (63° - 69°1 2′S ,70°30′- 75°30′E) 3条断面 2 4个测站进行浮游生物现存量和初级生产力的现场观测 ,研究叶绿素a浓度和初级生产力的分布特征。测区表层叶绿素a浓度为 0 .1 6 - 3 .99μg/dm3,普里兹湾内和湾西部四女士浅滩海域浓度在 3 .5μg/dm3以上 ;平面分布趋势从湾内向西北方向递减 ,深海区浓度在 0 .5μg/dm3以下。从垂向看叶绿素a浓度的最大值大多出现于 2 5m或 50m层 ,50m以下更深层的浓度随深度的增加而降低 ,2 0 0m层叶绿素a浓度分布范围为 0 .0 1 - 0 .95μg/dm3。粒径分级叶绿素a浓度以微小型浮游生物的贡献占优势 (56 % ) ,微型浮游生物的贡献占2 4 % ,微微型浮游生物的贡献占 2 0 %。测区潜在初级生产力为 0 .1 1～ 1 1 .67mgC/(m3·h) ,平均值为 2 .0 0± 2 .80mgC/(m3·h)。高生产力区位于普里兹湾 ,平均现场生产力达到 0 .86gC/(m2 ·d) ;依次为陆架区、陆坡区 ,深海区生产力较低 ,平均现场生产力为 0 .1 7gC/(m2 ·d)。光合作用同化数较低 (1 .53± 1 .1 1mgC/(mgChla·h) )。粒径分级初级生产力以微小型浮游生物的贡献占优势 (58% ) ,微型浮游生物的贡献占 2 6 % ,微微型浮游生物的贡献占 1 6 %。浮游植     

计算机图形面积量算在土地详查中的应用

阐述计算机进行图形面积量算的基本原理与方法。以怀安县土地详查中计算机的应用为例，分析计算机量算面积及其精度、平差方法等。     

1999年和2000年夏季南极菲尔德斯半岛N_2O浓度对比

1999与 2 0 0 0年夏季对南极菲尔德斯半岛不同地点大气中 N2 O浓度进行了监测 ,分析了苔藓植被区 N2 O浓度季节变化特征 ;2 0 0 0年夏季该植被区 N2 O浓度均值为 ( 31 0 .7± 4.4)×1 0 - 9(体积百分比 ) ,比 1 999年的 ( 32 1 .9± 3.3)× 1 0 - 9约低 1 1× 1 0 - 9;阿德雷岛企鹅滩及其沙坝处N2 O浓度变化趋势与苔藓植被区相一致 ,浓度均值分别为 ( 31 2 .4± 5 .1 )× 1 0 - 9和 ( 31 2 .7± 5 .3)× 1 0 - 9,比 1 999年约低 9× 1 0 - 9;另外 ,不同地点大气中 N2 O浓度普遍比 1 999年低 ,但整体变化规律相似 :各考察站区 N2 O浓度普遍高于无人区 ;唯一例外的是企鹅聚集区 N2 O浓度却高于各考察站区 ,暗示了企鹅及其排泄物、人为源是南极大气中 N2 O主要的源。本文初步探讨了 N2 O浓度异常降低的原因     

1999年和2000年夏季南极菲尔德斯半岛N_2O浓度对比

1999与 2 0 0 0年夏季对南极菲尔德斯半岛不同地点大气中 N2 O浓度进行了监测 ,分析了苔藓植被区 N2 O浓度季节变化特征 ;2 0 0 0年夏季该植被区 N2 O浓度均值为 ( 31 0 .7± 4.4)×1 0 - 9(体积百分比 ) ,比 1 999年的 ( 32 1 .9± 3.3)× 1 0 - 9约低 1 1× 1 0 - 9;阿德雷岛企鹅滩及其沙坝处N2 O浓度变化趋势与苔藓植被区相一致 ,浓度均值分别为 ( 31 2 .4± 5 .1 )× 1 0 - 9和 ( 31 2 .7± 5 .3)× 1 0 - 9,比 1 999年约低 9× 1 0 - 9;另外 ,不同地点大气中 N2 O浓度普遍比 1 999年低 ,但整体变化规律相似 :各考察站区 N2 O浓度普遍高于无人区 ;唯一例外的是企鹅聚集区 N2 O浓度却高于各考察站区 ,暗示了企鹅及其排泄物、人为源是南极大气中 N2 O主要的源。本文初步探讨了 N2 O浓度异常降低的原因     

南极拉斯曼丘陵地区大地测量控制网

南极拉斯曼丘陵地区大地测量控制网的建立与施测前后共历经４年方始完成，总控制面积约１７７．６平方公里。本文主要讨论了该网分区布设情况及总体平差的原理与方法，并对成果进行了统计分析。经过整体平差的结果可以满足１：１００００测图的需要。该网的也是我国东南极中山于区的基础大地控制网。     

滇中地区常绿阔叶林树种多样性比较研究

分别测定了滇中地区两类代表性群落即高原水平带上的半湿润常绿阔叶林和山地垂直带上的中山湿性常绿阔叶林的树种多样性 (Shannon -Wiener指数H ,Simpson指数D和α指数 ) ,并进行了比较研究。结果表明 ,中山湿性常绿阔叶林的树种多样性 (H =2 .53± 0 .1 4 ;D =1 1 .76± 2 .85;α =8.1 2± 1 .72 )远高于半湿润常绿阔叶林 (H =1 .52± 0 .35;D =3.88± 1 .90 ;α=3.4 4± 1 .31 )     

南极地区小象幅航测内业成图

本文阐述了用１２０型非量测相机对南极中山站地区所摄制的１４００００小象幅航片制作１５０００地形图、正射像片图及１１００００地形图的原理、方法和精度。在外定向中适当增加控制点及考虑到加入适当的权的情况下，其外定向最大对点误差平面为２．２ｍ，高程为１．２ｍ。所制作的正射像片图和相应的地形图套合中误差为０．１４ｍｍ。其结果完全可满足南极科研、考察的要求     

Special Issue on parallel processing in GIS

This paper explores three theoretical approaches for estimating the degree of correctness to which the accuracy figures of a gridded Digital Elevation Model (DEM) have been estimated depending on the number of checkpoints involved in the assessment process. The widely used average‐error statistic Mean Square Error (MSE) was selected for measuring the DEM accuracy. The work was focused on DEM uncertainty assessment using approximate confidence intervals. Those confidence intervals were constructed both from classical methods which assume a normal distribution of the error and from a new method based on a non‐parametric approach. The first two approaches studied, called Chi‐squared and Asymptotic Student t, consider a normal distribution of the residuals. That is especially true in the first case. The second case, due to the asymptotic properties of the t distribution, can perform reasonably well with even slightly non‐normal residuals if the sample size is large enough. The third approach developed in this article is a new method based on the theory of estimating functions which could be considered much more general than the previous two cases. It is based on a non‐parametric approach where no particular distribution is assumed. Thus, we can avoid the strong assumption of distribution normality accepted in previous work and in the majority of current standards of positional accuracy. The three approaches were tested using Monte Carlo simulation for several populations of residuals generated from originally sampled data. Those original grid DEMs, considered as ground data, were collected by means of digital photogrammetric methods from seven areas displaying differing morphology employing a 2 by 2 m sampling interval. The original grid DEMs were subsampled to generate new lower‐resolution DEMs. Each of these new DEMs was then interpolated to retrieve its original resolution using two different procedures. Height differences between original and interpolated grid DEMs were calculated to obtain residual populations. One interpolation procedure resulted in slightly non‐normal residual populations, whereas the other produced very non‐normal residuals with frequent outliers. Monte Carlo simulations allow us to report that the estimating function approach was the most robust and general of those tested. In fact, the other two approaches, especially the Chi‐squared method, were clearly affected by the degree of normality of the residual population distribution, producing less reliable results than the estimating functions approach. This last method shows good results when applied to the different datasets, even in the case of more leptokurtic populations. In the worst cases, no more than 64–128 checkpoints were required to construct an estimate of the global error of the DEM with 95% confidence. The approach therefore is an important step towards saving time and money in the evaluation of DEM accuracy using a single average‐error statistic. Nevertheless, we must take into account that MSE is essentially a single global measure of deviations, and thus incapable of characterizing the spatial variations of errors over the interpolated surface.     

南极菲尔德斯地区重力观测研究

本文介绍了用拉柯斯特-隆贝格G型重力仪进行的南极长城站((?)=62°12′.9S,(?)=58°57′.8W)重力基准点国际联测和南极菲尔德斯地区重力及形变监测网建设和观测情况.测得长城站重力基准点重力值及精度为:982208.682±0.021mgal.极地重力网由18个重力点组成,其控制面积近40平方公里,用闭合环式方法观测.网的平均测段精度为±0.029mgal,并对不同运输情况下的观测结果进行了精度分析.     

冰芯中MSA迁移假说的延伸和完善

MSA在冰芯深层的“迁移”现象的存在 ,关系到能否应用大气中 MSA季节特征进行极地冰芯断代 ,并以冰芯分析结果确定大气中生物硫化物含量的方法基础。本文展示各类最有代表性的冰雪 MSA剖面 ,对提出冰芯深层 MSA“迁移假说”的理论依据进行探讨 ,并根据最新资料 ,说明冰川中 MSA的“迁移”和重新分布 ,在表层粒雪和渗浸 -冻结冰层中同样可能发生。对“迁移假说”的延伸补充在于 ,粒雪中的 MSA迁移是在积雪中空气与外界贯通的“开放”条件下进行的 ,渗入雪层中的融水将 MSA溶出后 ,在晶粒间宏观向下输送 ,在阳离子集中的层位发生反应 ,生成盐类冰点的改变使之发生“冻结”,重新分布。而渗浸 -冻结冰层中的迁移机制可能和深层冰川冰中的情况接近 ,即在气体与外界隔绝条件下 ,主要在“封闭”的晶间脉状纹理中以“微观”形式进行。南极半岛 MSA迁移过程需要很长时间 ,而表层渗浸 -冻结冰层中 MSA迁移过程很快出现 ,说明冰中脉状纹理的加快形成、较高冰川温度和冰层中的较大含水量等因素会对 MSA“迁移”进程起促进作用。最后 ,对 MSA“迁移”情况下 ,如何进行有关冰芯 MSA计算进行了讨论 ,对设计实验验证并完善迁移理论提出了设想。     

Adjustment computation of HASM: a high-accuracy and high-speed method

We developed a method for high-accuracy surface modeling (HASM) in terms of the fundamental theorem of surfaces, which has theoretically found a solution for error problems. However, the computing speed of HASM was too slow to be widely applied in practice. Thus, adjustment computation of HASM (HASM-AC) is developed in this article. For comparatively testing HASM-AC accuracy, a mathematical surface is first selected so that the true value is able to be predetermined to avoid uncontrollable data errors. The numerical test indicates that HASM-AC has the highest accuracy and its accuracy is 20.67, 15.67, and 14.67 times higher than the inverse distance weighting (IDW), kriging, and spline, respectively. Then, a 0.4 km × 0.5 km rectangular area is used to test the effects of different spatial resolutions and sampling intervals on accuracy. This real-world test demonstrates that HASM-AC accuracy increases at a much better and stable pace as the spatial resolution becomes finer and sampling intervals get shorter, compared to the classic methods. Finally, the computing speed is tested in an area with 6000 × 6000 grid cells where Qinghai, Gansu, and Sichuan provinces meet. The computing speed of HASM-AC is 11, 8, and 563 times faster than IDW, spline, and kriging, respectively, which makes HASM-AC able to process data in a huge size and make real-time visualization realizable. In short, HASM-AC performs best in both the numerical and real-world tests.     

Morphological response to river engineering and management in alluvial channels in Italy

In response to various types of human disturbance, most Italian rivers have experienced considerable channel adjustment during the last centuries and in particular in the last decades. This paper reviews all existing published studies and available data, and aims to reconstruct a general outline of the main channel adjustments that have occurred in Italian rivers during the past 100 years.Two main types of channel adjustment have been recognized: (a) incision, which is commonly on the order of 3–4 m, but in some cases is even more than 10 m; (b) narrowing, with channel width reduction up to 50% or more. In some reaches, these adjustments have led to changes in channel pattern in particular from braided to wandering.Such channel adjustments are due to several types of human intervention, particularly sediment extraction, dams and channelization. A strong temporal relationship (specifically, short reaction times) between human disturbance and channel adjustment can be inferred, but trends of adjustment are available for only a few rivers (e.g. the Po, the Arno and the Piave Rivers). These trends show that incision and/or narrowing are more intense immediately after the disturbance and then slow and become asymptotic; the same trends also suggest that larger rivers could have longer relaxation times.The results of this study are synthesised in a general classification scheme that summarises the main styles of adjustment observed in Italian rivers. According to the scheme, braided rivers adjust through prevalent narrowing with varying rates of incision, whereas single-thread rivers adjust mainly through a more pronounced incision accompanied by various amounts of narrowing. The scheme, representing initial and final (present) morphologies and not including intermediate stages of channel adjustment, will need to be tested on the basis of more detailed data to have a wider application both to the Italian context and to fluvial systems elsewhere, affected by similar types of human disturbance causing a reduction of sediment supply.     

中国南极长城站测绘基准系统的建立

经1985年12月～1987年3月,三年度夏测绘科学考察,在中国南极长城站地区建立了一套完整的、精确的测绘基准系统。它包括大地坐标系统、高程系统和重力参考系统。本文叙述了建立这些基准系统的方法和数学模型,并分析了测量精度。     

张掖市黑河近期综合治理工程效益初步分析

黑河流域日趋恶化的生态环境,引起了政府及相关部门的重视。按照国务院指示,张掖市2000年启动了黑河中游水量调度方案,即当莺落峡来水15.8亿m3时,正义峡下泄水量9.5亿m3。2001年开始实施了黑河流域近期治理工程项目。通过介绍黑河近期（2000—2005年）综合治理工程的概况,并分析工程产生的效益,结果表明:中游实施调水6 a来,总计调入下游的水量53.42亿m3,调水次数23次,调水天数396 d;张掖市利用黑河干流的水量减少、地下水开采量增大、农业用水量降低、工业和生态用水量增加、下游生态环境逐渐得到了恢复。节水工程实施5 a来,张掖市工农业用水效率提高、粮经草种植比例由45∶48∶7调整为31∶50∶19、产业的经济结构由41∶24∶35调整为37∶25∶38、农民纯收入增加了28%、农业节水工程的节水效益明显。     

Streamflow regulation and multi-level flood plain formation: channel narrowing on the aggrading Green River in the eastern Uinta Mountains, Colorado and Utah

The style and degree of channel narrowing in aggrading reaches downstream from large dams is dependent upon the dominant geomorphic processes of the affected river, the magnitude of streamflow regulation, and the post-dam sediment transport regime. We measured different magnitudes of channel adjustment on the Green River downstream from Flaming Gorge Dam, UT, USA, that are related to these three factors. Bankfull channel width decreased by an average of about 20% in the study area. In reaches with abundant debris fans and eddy deposited sand bars, the amount of channel narrowing was proportional to the decrease in specific stream power. The fan–eddy-dominated reach with the greatest decrease in stream power narrowed by 22% while the reach with the least decrease in stream power narrowed by 11%. In reaches with the same magnitude of peak flow reduction, meandering reaches narrowed by 15% to 22% and fan–eddy-dominated reaches narrowed by 11% to 12%. Specific stream power was not significantly affected by flow regulation in the meandering reaches.In the diverse array of reach characteristics and deposit types found in the study area, all pre- and post-dam deposits are part of a suite of topographic surfaces that includes a terrace that was inundated by rare pre-dam floods, an intermediate bench that was inundated by rare post-dam floods, and a post-dam floodplain that was inundated by the post-dam mean annual flood. Analysis of historical photographs and tree-ring dating of Tamarix sp. shows that the intermediate bench and post-dam floodplain are post-dam landforms in each reach type. Although these two surfaces occur at different levels, they are forming simultaneously during flows of different magnitude. And while the relative elevation and sedimentologic characteristics of the deposits differ between meandering reaches and reaches with abundant debris fans and eddies, both reach types contain deposits at all of these topographic levels.The process of channel narrowing varied between fan–eddy-dominated and meandering reaches. In the meandering reaches, where stream power has not changed, narrowing was accomplished by essentially the same depositional processes that operated prior to regulation. In fan–eddy-dominated reaches, where significant reductions in stream power have occurred, channel narrowing has been accompanied by a change in dominant depositional processes. Mid-channel sand deposits are aggrading on deposits that, in the pre-dam era, were active gravel bars. These deposits are creating new islands and decreasing the presence of open-framework gravel bars. In eddies, bare sand bars are replaced with vegetated bars that have a simpler topography than the pre-dam deposits.