基于土地利用方式的巢湖流域氮排放情景模拟

土地利用方式及其转移对区域氮素迁移和水体氮负荷产生重要影响,但量化自然发展、耕地保护和生态保护等多情景下土地利用方式氮排放时空变化特征,揭示流域水体氮负荷对土地利用变化的响应机制仍面临挑战。本研究以巢湖流域为研究区,通过遥感解译多时相土地利用类型数据,借助PLUS和InVEST模型探索不同情景下氮排放对各土地利用类型变化的响应机制。结果表明:(1)2000—2020年期间,巢湖流域建设用地面积的增加(626.14 km²)主要占据的是耕地(减少了775.64 km²),城市化建设成为土地利用方式变化的主要驱动力;(2)PLUS模型多情景预测结果显示:2020—2030年间土地利用变化特征与2000—2020年基本保持一致,但各用地间的转换频率降低;(3)经InVEST模拟,耕地面积缩减而导致氮排放的减少量(340.17 t)大于建设用地等面积增加带来的氮排放增加量(170.11 t),使2000—2020年间巢湖流域土地利用所排放的总氮量呈降低趋势,由2000年的4768.04 t降至2020年的4597.98 t;(4)不同情景下,2030年各土地利用方式的氮排放量较2020年均呈降低趋势。其中,生态保护情景既有效地保障了巢湖流域生态功能又展现出较好的氮减排效果(113.36 t);鉴于此,建议流域管理部门应通过合理规划各用地类型的发展,严格控制建设用地对林草地、水域等生态用地的侵占,以期削减流域水体氮负荷、缓解氮素治理压力。     

高原富营养化湖泊杞麓湖微囊藻毒素分布特征、相关因子及其健康风险分析

杞麓湖作为典型的富营养化高原湖泊,其藻华暴发引发的微囊藻毒素(microcystins, MCs)污染问题会危害水生态安全并造成人体健康风险。为了评估杞麓湖流域MCs的秋冬季节污染现状以及健康风险情况,对湖内和7条主要入湖河流入湖口的表层水进行采样检测,分析MCs主要异构体的时空分布特征,研究MCs与水质和浮游植物等环境因子的关系,并通过人体非致癌健康风险评价MCs的风险等级。结果发现,MCs浓度自秋季到冬季呈下降趋势,秋季湖内胞内MCs(IMCs)占比超过99%,冬季IMCs与胞外MCs(EMCs)浓度接近。MC-RR和MC-LR是主要的MCs异构体类型,其中MC-RR在秋季浓度占比高于MC-LR和MC-YR,而冬季MC-LR最高。MCs与微囊藻密度等生物因子呈极显著正相关关系,与TN、TP和NH₃-N营养盐呈显著负相关关系。杞麓湖EMCs污染的风险指数范围为0.004~0.110,处于极低或低风险,冬季风险略高于秋季,因南岸入湖EMCs污染以及湖内IMCs释放带来的风险需要进一步关注。     

Quantifying temporal changes in Tornionjoki river ice breakup dates and spring temperatures in Lapland since 1802

Cryophenological records （i.e. observational series of freeze and breakup dates of ice） are of great importance when assessing the environmental variations in cold regions. Here we employed the extraordinarily long observational records of river ice breakup dates and air temperatures in northern Fennoscandia to examine their interrelations since 1802. Historical observations, along with modern data, comprise the informational setting for this analysis carried out using t-test. Temperature history of April-May season was used as cli- matic counterpart for the breakup timings. Both records （temperature and breakup） showed seven sub-periods during which their local means were distinctly different relative to preced- ing and subsequent sub-periods. The starting and ending years of these sub-periods oc- curred in temporal agreement. The main findings of this study are summarized as follows： （1） the synchrony between the temperature and river ice breakup records ruled out the possibility that the changes would have occurred due to quality of the historical series （i.e. inhomoge- neity problems often linked to historical time-series）; （2） the studied records agreed to show lower spring temperatures and later river ice breakups during the 19th century, in comparison to the 20th century conditions, evidencing the prevalence of cooler spring temperatures in the study region, in agreement with the concept of the Little Ice Age （1570-1900） climate in North-West Europe; （3） the most recent sub-period demonstrate the highest spring tem- peratures with concomitantly earliest river ice breakups, showing the relative warmth of the current springtime climate in the study region in the context of the past two centuries; （4） the effects of anthropogenic changes in the river environment （e.g. construction and demolition of dams） during the 20th century should be considered for non-climatic variations in the breakup records; （5） this study emphasizes the importance of multi-centurial （i.e. historical） cryo- phenological information for highly interesting viewpoints of climate and environmental his- tory.     

基于多光谱综合的MODIS数据云检测研究

云检测是卫星遥感数据处理中不可缺少的工作。通过分析云在不同波段中的大气辐射特点，结合MODIS数据的光谱特性，提出 一种多光谱综合的云检测方法。该算法从可见光反射率、红外波段亮温值以及亮温差等方面综合考虑，逐步建立一个云检测掩模。通 过对不同时期不同背景的MODIS数据进行验证和对比分析，结果表明，该模型的云检测效果理想，尤其对可见光波段难以识别的薄卷 云也有很好效果，为有效利用MODIS数据以及进行更加精确的反演提供可靠依据。     

A double-differenced cycle slip detection and repair method for GNSS CORS network

The difficulty to detect and repair cycle slip of carrier phase measurements is a key limit for continuously high accuracy of GNSS positioning and navigation services. We propose an automated cycle slip detection and repair method for data preprocessing of a CORS network. The method jointly uses double-differenced (DD) geometry-free (GF) combination and ionospheric-free observation corrected for the computed geometrical distance (IF-OMC) to estimate the cycle slips in dual-frequency observations. The DD GF combination, which is only affected by the ionospheric residual, can be used to detect cycle slips with high reliability except for special pairs such as (77, 60) on GPS L1/L2 frequencies. The detection principle of the IF-OMC observable is such that there is a large discontinuity related to the previous epoch when cycle slips occur at the present epoch. The disadvantages of these two combinations can be overcome employing the proposed detection method. The cycle slip pair (77, 60) has no effect on the GF combination, while a change of 14.65 m is derived from GPS L1/L2 observations using the IF-OMC algorithm. Using pre-determined station coordinates as precise values, we found that the accuracy of the DD IF-OMC combination was 18 mm for a 200-km CORS baseline. Therefore, cycle slips in dual-frequency observations can be correctly and uniquely determined using DD GF and IF-OMC equations. The proposed method was verified by adding simulated cycle slips in observations collected from the CORS network under a quiet ionosphere and shown to be effective. Moreover, the method was assessed with observations made during intense ionospheric activity, which generated extensive cycle slips. The results show that the algorithm can detect and repair all cycle slips apart from two exceptions relating to long data gaps.     

乌梁素海沉积物中全磷的分布特征

开展了浅水草型湖泊乌梁素海沉积物中TP(全磷)的分布特征研究。结果表明,乌梁素海表层沉积物中TP含量在0.37~0.99 g/kg之间变化,平均值为0.75 g/kg;水平分布上,TP含量呈现从湖区四周向湖心递减的变化趋势,大部分湖区已具有生态毒性效应,并对湖区底栖生物群落和生态环境构成了较大威胁;垂向上,尽管沉积物中TP含量有所波动,但0~10 cm的表层沉积物中TP含量均随深度增加而递减,揭示了近年来人类活动的加剧对乌梁素海沉积物中磷累积的重大影响;实验得出了粉砂、粘土粒级>极细砂粒级>细砂粒级>中砂以上粒级的TP含量序列,各粒级对TP的吸附贡献率由吸附能力和质量百分比共同控制;磷的沉积对乌梁素海富营养化进程有深远影响。     

不同堆载形式对群桩负摩阻力的影响

在既有桥墩桩基础周围土体堆载时,会引起土体的沉降和侧向变形,进而在桩身产生负摩阻力,对桩基变形及承载性能有很大影响。为研究围载和单侧边载作用下群桩中不同位置桩基的受力差异,以3×3群桩基础为研究对象,进行围载和单侧边载作用下的模型试验,分析了不同位置桩基轴力、侧摩阻力、中性点位置和基桩承载力安全系数等的变化规律及差异。研究结果表明：围载工况下,角桩的轴力、侧摩阻力最大,边桩次之,中心桩最小;中性点位置角桩最深,边桩略高,中心桩距桩顶最近。边载工况下,靠近边载侧和中间一排桩基轴力、侧摩阻力与围载时的变化规律类似,远离边载侧的一排桩基受边载影响较小,无负摩阻力;各桩基中性点位置变化规律类似于围载工况。与围载工况相比,边载时同一位置桩身轴力、负摩阻力均较小,中性点位置较高。与单侧边载工况相比,围载时各基桩承载力安全系数FS均较小且随荷载的增大衰减梯度较大。该研究成果为不同堆载形式下群桩基础的设计提供参考。     

Heterogeneous Gravity Data Fusion and Gravimetric Quasigeoid Computation in the Coastal Area of China

ABSTRACT

Different types of gravity observations are available over coastal areas. The main challenge for coastal geoid determination is the proper fusion of heterogeneous gravity data including land, shipborne, airborne, and altimetry-derived gravity data. This paper describes the gravity data fusion and the computation of the gravimetric quasigeoid in the coastal area of mainland China. An iterative procedure of the weighted least-squares prediction based on rectangular harmonic functions is used for merging the land, altimetric, shipborne, and airborne gravity data. Applying the analytical continuation method in Molodensky's theoretic frame, the merged gravity data are then used to determine the gravimetric quasigeoid model by using the generalized Stokes' integral in a remove-compute-restore fashion. The gravimetric quasigeoid model is compared with the height anomalies determined at 662 GPS leveling points over the coastal region of mainland China, where both the geodetic height and the normal height are known. The standard deviations of the differences in the coastal provinces range from 1.8 to 4.4 cm. For the entire computation area, the mean and standard deviation of the differences are 27.9 and 3.9 cm, respectively.     

三峡截流以来长江洪季潮区界变动河段冲刷地貌

潮区界河段河势演变对三峡工程的响应是长江经济带建设中的重要问题。然而受观测手段所限,对三峡截流以来潮区界变动范围及其地貌演变的客观认识亟待探讨。对大通站洪季水位资料进行频谱分析,初步判断了近期长江洪季潮区界位置;对比1998年和2013年水下地形资料,分析了三峡大坝截流以来该河段河槽的冲淤演变特征;利用多波束测深系统对冲刷明显河段的微地貌进行了高分辨率观测。结果显示:（1）1998-2013年潮区界变动河段河槽整体冲刷5 649.7万m3。其中,上段全面冲刷,太白、太阳两洲并岸,铜陵沙被冲开,主槽刷深达5.6 m;中段主泓摆动,天然洲南冲北淤,黑沙洲中水道淤死,南水道左岸最大冲深达8.9 m;下段近岸冲刷强烈,北岸最大冲深达15.4 m;（2）该河段近期处于剧烈的冲刷环境,左岸冲刷尤为显著;（3）冲刷深槽分布在顺直河段,深达5.4~12.6 m;冲刷坑分布在分汊河段平面形态突变处,最大冲深达28.1~30.5 m;水下侵蚀陡坡分布在近岸侵蚀严重的顺直河段,坡度为0.59~0.62。     

A Study of the Stability Properties in Simulation of Wave Propagation with SPH Method

When ordinary Smoothed Particle Hydrodynamics (SPH) method is used to simulate wave propagation in a wave tank, it is usually observed that the wave height decays and the wave length elongates along the direction of wave propagation. Accompanied with this phenomenon, the pressure under water decays either and shows a big oscillation simultaneously. The reason is the natural potential tensile instability of modeling water motion with ordinary SPH which is caused by particle negative stress in the computation. To deal with the problems, a new sextic kernel function is proposed to reduce this instability. An appropriate smooth length is given and its computation criterion is also suggested. At the same time, a new kind dynamic boundary condition is introduced. Based on these improvements, the new SPH method named stability improved SPH (SISPH) can simulate the wave propagation well. Both the water surface and pressure can be well expressed and the oscillation of pressure is nearly eliminated. Compared with other improved methods, SISPH can truly reveal the physical reality without bringing some new problems in a simple way.