硫化物风化产酸对流域岩石风化和碳循环的影响——以黄河支流三川河流域为例

硫化物风化产酸可加速岩溶作用但抑制大气二氧化碳参与流域碳循环,其复杂的地球化学机制和过程待阐明。本文以黄河二级支流三川河流域为例,通过采集20个三川河及其支流地表水点样和30个柳林泉地下水点样,经实验测试获得了流域比较系统的水化学资料和δ¹³C、δ³⁴ S数据,运用碳、硫同位素分析与水化学平衡计量方法,量化了流域硫化物风化产酸对岩石风化作用的贡献以及对碳循环的影响。计算结果表明：煤系地层硫化物和矿床硫化物的氧化及大气酸沉降所形成的硫酸明显促进了流域碳酸盐岩的溶蚀,对碳酸盐岩溶蚀的贡献约占64.59%;柳林泉水石膏溶解来源的SO₄^2-占69%,河水中石膏溶解来源的SO₄^2-占30%,但这些部分SO₄^2-没有参与溶蚀作用,应当扣除;三川河流域平均岩石风化速率为10.02 mm/ka,其中碳酸盐岩、硅酸盐岩的风化速率分别为9.14 mm/ka和0.88 mm/ka,低于国内外很多流域;由于硫酸抵消了碳酸盐岩石风化作用对大气二氧化碳的吸收,流域岩石风化消耗大气/土壤CO₂通量为116.58 mmol/（km² ·a）,不足珠江流域的1/5,且硅酸盐岩风化的贡献占63.3%。

     

新疆塔里木河流域水资源承载力评价研究

结合塔里木河2002年自然、社会和经济以及水资源资料,选取了耕地灌溉率、水资源利用率、供水模数、需水模数、人均供水量、生态用水率6个主要因素作为评价因素,应用模糊综合评判模型对塔里木河流域水资源承载能力进行了评价研究。结果表明,流域水资源开发利用已经达到相当规模,在现有经济技术条件下,该地区的水资源承载潜力已相对较小,水资源供需矛盾突出,应由耗水型经济结构向节水型经济结构转变,加强水资源的综合管理,以便科学、合理地利用流域内有限的水资源。     

Observations and modelling of the travel time delay and leading negative phase of the 16 September 2015 Illapel,Chile tsunami

The systematic discrepancies in both tsunami arrival time and leading negative phase (LNP) were identified for the recent transoceanic tsunami on 16 September 2015 in Illapel, Chile by examining the wave characteristics from the tsunami records at 21 Deep-ocean Assessment and Reporting of Tsunami (DART) sites and 29 coastal tide gauge stations. The results revealed systematic travel time delay of as much as 22 min (approximately 1.7％ of the total travel time) relative to the simulated long waves from the 2015 Chilean tsunami. The delay discrepancy was found to increase with travel time. It was difficult to identify the LNP from the near-shore observation system due to the strong background noise, but the initial negative phase feature became more obvious as the tsunami propagated away from the source area in the deep ocean. We determined that the LNP for the Chilean tsunami had an average duration of 33 min, which was close to the dominant period of the tsunami source. Most of the amplitude ratios to the first elevation phase were approximately 40％, with the largest equivalent to the first positive phase amplitude. We performed numerical analyses by applying the corrected long wave model, which accounted for the effects of seawater density stratification due to compressibility, self-attraction and loading (SAL) of the earth, and wave dispersion compared with observed tsunami waveforms. We attempted to accurately calculate the arrival time and LNP, and to understand how much of a role the physical mechanism played in the discrepancies for the moderate transoceanic tsunami event. The mainly focus of the study is to quantitatively evaluate the contribution of each secondary physical effect to the systematic discrepancies using the corrected shallow water model. Taking all of these effects into consideration, our results demonstrated good agreement between the observed and simulated waveforms. We can conclude that the corrected shallow water model can reduce the tsunami propagation speed and reproduce the LNP, which is observed for tsunamis that have propagated over long distances frequently. The travel time delay between the observed and corrected simulated waveforms is reduced to <8 min and the amplitude discrepancy between them was also markedly diminished. The incorporated effects amounted to approximately 78％ of the travel time delay correction, with seawater density stratification, SAL, and Boussinesq dispersion contributing approximately 39％, 21％, and 18％, respectively. The simulated results showed that the elastic loading and Boussinesq dispersion not only affected travel time but also changed the simulated waveforms for this event. In contrast, the seawater stratification only reduced the tsunami speed, whereas the earth's elasticity loading was responsible for LNP due to the depression of the seafloor surrounding additional tsunami loading at far-field stations. This study revealed that the traditional shallow water model has inherent defects in estimating tsunami arrival, and the leading negative phase of a tsunami is a typical recognizable feature of a moderately strong transoceanic tsunami. These results also support previous theory and can help to explain the observed discrepancies.     

下地壳流变与造山带同挤压期地壳伸展的动力学关系

应用不可压缩非牛顿粘性流体的本构关系,对造山带同挤压期下地壳流变及其与上地壳构造伸展的动力学关系进行了二维有限元数值模拟. 结果表明,在板块侧向挤压下,当造山带山根下陷和地表隆起达一定程度后,地壳不同层圈岩石将发生复杂的粘性流变. 流变的运动学方式和分布范围不仅与时间有关、同时还受地壳厚度转变带形态的制约. 在构造挤压和山体荷载达到弹性平衡状态后,地壳流变首先发生在造山带下地壳山根,但经一定的Maxwell时间后,流变将不断局限于造山带前缘的厚度转变带. 这一流变方式的变化是导致造山带浅部地壳动力学转变的主要原因. 它造成造山带内上地壳最小主应力从近水平挤压不断转化为近水平拉张,由此使造山带前陆发生挤压冲断的同时,山体的核部发生上地壳的拉张伸展. 最后,应用这一结果讨论了青藏高原南缘南北向地壳伸展的动力学性质.     

玛纳斯河流域人工绿洲扩张对社会经济和生态环境的影响分析

 利用2007—2009年的实地调查资料,结合1958—2006年的5期遥感影像解译数据,从干旱区内陆河流域典型绿洲的演变进程出发,分析了新中国成立以来近60 a玛纳斯河流域人工绿洲快速扩张的影响,强调了保持绿洲适宜规模的重要性,并从可持续发展的角度探讨了绿洲今后发展的方向。主要结论为:①近60 a玛纳斯河流域耕地和绿洲分别以107.756 km2·a-1和122.401 km2·a-1的速度迅速增长,二者扩张的方向基本一致;②绿洲的快速扩张对社会经济产生一定推动作用的同时,也带来了一系列的环境问题。如地表水利用率超过90%,地下水过度开采并以0.5~1 m·a-1的速度下降,水质污染增加,防护林大量死亡,森林破坏严重,草地从1958年到2006年减少4 316.39 km2,土地荒漠化威胁严重等;③从可持续发展的角度看,控制绿洲规模,适度开采地下水,转变产业结构,建立生态补偿机制等是今后本区发展的关键。     

海坛海峡二维潮流场数值模拟

海坛海峡为南北狭长型海峡，海峡内潮波属于前进波．本文建立了平面二维浅水波数学方程，利用欧拉-拉格朗日差分方法得到数值解，模型采用随时间变化的动边界技术，成功地模拟了海坛海峡的前进波特征，并根据实测数据进行了验证．同时计算了同潮时线和等振幅线，不同时刻的潮流场和潮流平均流速分布．计算结果表明，北部湾口M2分潮高潮时间比南部湾口早约5～6min，等振幅线范围约为2．12～2．15m．海峡内流速分布呈南北强、中间弱的特点，最大流速1m／s左右．     

Depositional architecture and sequence stratigraphy of the Karoo basin floor to shelf edge succession, Laingsburg depocentre, South Africa

The Laingsburg depocentre of the SW Karoo Basin, South Africa preserves a well-exposed 1200 m thick succession of upper Permian strata that record the early filling of a basin during an icehouse climate. Uniformly fine-grained sandstones were derived from far-field granitic sources, possibly in Patagonia, although the coeval staging and delivery systems are not preserved. Early condensed shallow marine deposits are overlain by distal basin plain siltstone-prone turbidites and volcanic ashes. An order of magnitude increase in siliciclastic input to the basin plain is represented by up to 270 m of siltstone with thin sandstone turbidites (Vischkuil Formation). The upper Vischkuil Formation comprises three depositional sequences, each bounded by a regionally developed zone of soft sediment deformation and associated 20-45 m thick debrite that represent the initiation of a major sand delivery system. The overlying 300 m thick sandy basin-floor fan system (Unit A) is divisible into three composite sequences arranged in a progradational-aggradational-retrogradational stacking pattern, followed by up to 40 m of basin-wide hemipelagic claystone. This claystone contains Interfan A/B, a distributive lobe system that lies 10 m beneath Unit B, a sandstone-dominated succession that averages 150 m thickness and is interpreted to represent a toe of slope channelized lobe system. Unit B and the A/B interfan together comprise 4 depositional sequences in a composite sequence with an overall basinward-stepping stacking pattern, overlain by 30 m of hemipelagic claystone. The overlying 400 m thick submarine slope succession (Fort Brown Formation) is characterized by 10-120 m thick sand-prone to heterolithic packages separated by 30-70 m thick claystone units. On the largest scale the slope stratigraphy is defined by two major cycles interpreted as composite sequence sets. The lower cycle comprises lithostratigraphic Units B/C, C and D while the upper cycle includes lithostratigraphic Units D/E, E and F. In each case a sandy basal composite sequence is represented by an intraslope lobe (Units B/C and D/E respectively). The second composite sequence in each cycle (Units C and E respectively) is characterized by slope channel-levee systems with distributive lobes 20-30 km down dip. The uppermost composite sequence in each cycle (Units D and F respectively) are characterised by deeply entrenched slope valley systems. Most composite sequences comprise three sequences separated by thin (<5 m thick) claystones. Architectural style is similar at individual sequence scale for comparable positions within each composite sequence set and each composite sequence. The main control on stratigraphic development is interpreted as late icehouse glacio-eustasy but along-strike changes associated with changing shelf edge delivery systems and variable bathymetry due to differential substrate compaction complicate the resultant stratigraphy.     

松辽盆地太东斜坡区葡萄花油层油水分布规律及主控因素

太东斜坡区为松辽盆地大庆长垣向三肇凹陷倾没的单倾斜坡.利用岩心、测井和地震等资料,研究葡萄花油层油藏类型和油水分布规律.结果表明:斜坡区油平面受4条近南北向"断层带"分割,具有东西分带特征,且受源外油源供给不足和油东西向运移影响,自东向西单一"断阶带"含油性逐级变差;油垂向分布受沉积演化和优势输导通道控制表现为"双峰"特征,主要分布在葡萄花油层中部;油藏类型主要为东南倾斜坡背景下的近南北向断层与北西向河道砂体匹配形成的断层—岩性油藏.在油水分布规律研究的基础上,结合单一圈闭内断层与单砂体匹配样式,提出源外斜坡区油聚集机制受构造部位、优质储层、断层封闭性和断层与砂体匹配样式控制,即单一"断阶带"高点控制油气聚集部位;浅水三角洲水下分流河道和河控席状砂构成油气优质储层;断层侧向封闭性影响油气垂向富集高度和平面"互补"特征;断层与单砂体匹配样式决定油气富集层位.