利用ICESat数据确定格陵兰冰盖高程和体积变化   总被引：1，自引：0，他引：1       下载免费PDF全文

陈国栋  张胜军 《地球物理学报》2019,62(7):2417-2428

两极冰盖消融是造成海平面上升的重要原因，作为世界第二大冰盖，格陵兰冰盖消融速度在进入21世纪以后明显加快，引起了广泛关注.本文利用ICESat卫星激光测高数据，探讨了坡度改正的方法，通过改进平差模型解决了病态问题，并采用重复轨道方法计算了2003年9月至2009年10月间格陵兰冰盖的体积和高程变化趋势，对格陵兰冰盖各冰川流域系统的变化情况进行了详细分析.结果表明，格陵兰冰盖在这6年间平均高程变化趋势为-16.79±0.84 cm·a^-1，体积变化速率为-301.37±15.16 km³·a^-1，体积流失主要发生在冰盖边缘，其中DS1、DS8等流域的体积损失正在加剧，而高程在2000 m以上的冰盖内陆地区表现出高程积聚的状态，但增长速度明显减缓.与现有研究成果的对比表明，算法优化后的本文结果更具可靠性.  相似文献   

A New Retracking Technique for Brown Peaky Altimetric Waveforms     

Fukai Peng 《Marine Geodesy》2018,41(2):99-125

A new Brown-Peaky (BP) retracker has been developed for peaky waveforms that usually appear within ～10 km to the coastline. The main feature of the BP is that it fits peaky waveforms using the Brown model without introducing a peak function. The retracking strategy first detects the peak location and width of a waveform using an adaptive peak detection method, and then estimates retracking parameters using a weighted least squares (WLS) estimator. The WLS assigns a downsized weight to corrupted waveform gates, but an equal weight to other normal waveform gates. The BP retracker has been applied to 4-year Jason-1 waveform (2002–2006) in two Australian coastal zones. The results retracked by BP, MLE4 and ALES retrackers have been validated against tide-gauge observations located at Burnie, Lorne and Broome. The comparison results show that three retrackers have similar performance over open oceans with the correlation coefficient (～0.7) and RMSE (～13 cm) between altimetric and tide-gauge sea levels for distance >7 km offshore. The main improvement of BP retracker occurs for distance ≤7 km to the coastline, where validation results indicate that data retracked by BP are more accurate (15–21 cm) than those by ALES (16–24 cm) and MLE4 (19–37 cm).  相似文献   

全球海潮模型最新进展及在中国沿海精度评估     

范长新 《大地测量与地球动力学》2019,39(5):476-481

介绍TPXO、FES、Chinatide、MIKE Global Tide、Utide等典型海潮模型，总结归纳其同化潮汐数据来源和最新的海洋地形数据，利用我国沿岸长期验潮站以外的26个中短期潮位观测站评估TPXO等海潮模型预报精度。结果表明，全球海潮模型对我国沿海M2分潮的预报精度普遍较低，且主导了几种海潮模型在中国海域的整体预报精度；相比MIKE Global Tide和TPXO7.2,TPXO8、TPXO_Yellow Sea 2010和TPXO_China&Ind模型在我国沿海的预报精度更高。  相似文献   

DOT2008A海面地形模型在我国邻近海域的精度评估     

马刚  邓孟真 《海洋技术学报》2019,38(5)

文中首先介绍了DOT2008A模型建立的原理和方法,利用我国48个长期验潮站19 a连续观测数据验证DOT2008A模型的精度,其均方差为0.118 m,残差的标准偏差为0.086 m;联合多源测高卫星建立的海面地形模型数据验证DOT2008A的精度,均方差为0.106 m,残差的标准偏差为0.099 5 m,且其残差分布图基本符合正态分布。从实验结果来看,DOT2008A模型在我国周边海域精度较高,其建立方法较为合理,转化应用价值较高;同时与多源测高卫星建立的海面地形比较结果来看,验证了自主建立的海面地形模型的正确性,对建立我国高精度海面地形模型具有重要的借鉴意义。  相似文献   

激光测高数据辅助卫星成像几何模型精化处理     

曹宁  周平  王霞  唐新明  李国元 《遥感学报》2019,23(2):291-302

资源三号02星搭载了中国首个对地观测试验性激光测高载荷。借鉴目前较成熟的卫星影像区域网平差理论的基础上,结合近年来激光测高数据精度的大幅提升以及资源三号02星激光测高数据的特点,首次提出了激光测高数据辅助卫星立体影像进行成像几何模型精化处理的通用理论。首先,利用传统的区域网平差算法对所处理影像进行高精度连接点匹配处理,并对其进行无约束的自由网平差处理,获得高精度相对精度及不亚于原始成像几何模型的绝对精度;其次,根据激光测高数据3维坐标和精化后参考影像成像几何模型获取激光数据参考影像坐标;而后将参考影像坐标通过几何模型映射获取目标影像上待匹配影像坐标,通过连接点匹配算法,对待匹配目标影像坐标进行精化获取高精度像方同名点;最后,以同名点作为高程控制进行区域网平差计算,对影像成像几何模型进一步处理,获取高精度补偿参数。通过湖北、青海两测区的试验,以激光测高数据辅助卫星影像几何模型精化精度可分别达到1.97 m、3.23 m,结果表明本文提出的方法可有效提高卫星立体数据测图精度。  相似文献   

基于激光测高数据的丹江口水库水位变化监测     

张建涛  刘传立 《测绘科学》2021,46(2):20-24,84

针对多源星载激光测高数据监测湖泊水位变化问题,该文选取2003—2009年ICESat/GLAH14全球地表高程数据、2018年10月—2019年8月的ICESat-2/ATL13全球内陆水体高程数据,提取丹江口水库多期水位变化数据,最后利用水位站实测水位对其准确度进行了验证,并分析了丹江口水库年度水位变化规律。结果表明,丹江口水库水位呈现明显的季节性变化,每年11月达到较高水位,3月降至较低水位;由ICESat/GLAH14数据估算水库水位的精度为16 cm,ICESat-2/ATL13数据集估算水库水位的精度达到10 cm。因此,ICESat-2/ATL13数据用于内陆水体水位变化监测具有很高的可行性。  相似文献   

平均海平面模型的确立方法研究     

孙啸  周兴华  孙学华  孙翠羽 《海岸工程》2011,30(2):30-37

针对平均海平面的定义,分别介绍了利用验潮站资料和卫星高度计资料确立平均海平面的方法原理,并对2种方法的特性及存在的问题进行了比较阐述,确定了以沿岸长期验潮站为控制条件,对卫星测高数据确定的高分辨率高精度的平均海平面网格模型进行改正,最终构建平均海平面与国家大地坐标系关系的研究方法.  相似文献   

利用垂线偏差计算大地水准面中央区效应的改进方法     

李厚朴  边少锋 《测绘学报》2011,40(6):730-735

为提高利用Molodensky公式反演测高大地水准面中央区效应的精度,视中央区为矩形域,将垂线偏差分量表示成双二次多项式插值形式,引入非奇异变换,推导出了大地水准面的计算公式。垂线偏差理论模型下的分析表明本文导出公式误差为零,而传统公式的误差与纬度以及垂线偏差子午分量与卯酉分量之间的比值有关;以中纬度区域分辨率为2'*2'的垂线偏差数据为背景场进行了实际计算,结果表明在反演计算点本身所在的1个网格对大地水准面的贡献时,传统公式与本文导出公式计算结果差值的最大值达数厘米。本文导出公式可为测高大地水准面的高精度反演提供理论依据。  相似文献   

The 2013 Ibiza Calibration Campaign of Jason-2 and SARAL Altimeters     

F. Frappart  N. Roussel  R. Biancale  J.J. Martinez Benjamin  F. Mercier  F. Perosanz 《Marine Geodesy》2015,38(3):219-232

This study presents the results of the 2013 Ibiza (Western Mediterranean) calibration campaign of Jason-2 and SARAL altimeters. It took place from 14 to 16 September 2013 and comprised two phases: the calibration of the GNSS (Global Navigation Satellite System) buoys to estimate the antenna height of each of them and the absolute calibration to estimate the altimeter bias (i.e., the difference of sea level measured by radar altimetry and GNSS). The first one was achieved in the Ibiza harbor at a close vicinity of the Ibiza tide gauge and the second one was performed at ～ 40 km at the northwest of Ibiza Island at a crossover point of Jason-2 and SARAL nominal groundtracks. Five buoys were used to delineate the crossover region and their measurements interpolated at the exact location of each overflight. The overflights occurred two consecutive days: 15 and 16 September 2013 for Jason-2 and SARAL, respectively. The GNSS data were processed using precise point positioning technique. The biases found are of (?0.1 ± 0.9) and (?3.1 ± 1.5) cm for Jason-2 and SARAL, respectively.  相似文献   

Use of SARAL/AltiKa Observations for Modeling River Flow     

Praveen Gupta  Amit Kumar Dubey  Nandita Goswami  Raghvendra Pratap Singh  Prakash Chauhan 《Marine Geodesy》2015,38(3):614-625

In the absence of many gauging stations in the major and mighty river systems, there is a need for satellite-based observations to estimate temporal variations in the river water storage and associated water management. In this study, SARAL/AltiKa application for setting up hydraulic model (HEC-RAS) and river flow simulations over Tapi River India has been discussed. Waveform data of 40 Hz from Ka band altimeter has been used for water levels retrieval in the Tapi river. SARAL/AltiKa retrieved water levels were converted to discharge in the upstream location (track-926) using the rating curve available for the nearby gauging site and using linear spatial interpolation technique. Steady state simulations were done for various flow conditions in the upstream. Validation of river flow model was done in the downstream location (track-367) by comparing simulated and altimeter retrieved water levels (RMSE 0.67 m). Validated model was used to develop rating curve between water levels and simulated discharge for the downstream location which enables to monitor discharge variations from satellite platform in the absence of in situ observations. It has been demonstrated that SARAL/AltiKa data has potential for river flow monitoring and modeling which will feed for flood disaster forecasting, management and planning.  相似文献