Spatio-temporal distribution of Konosirus punctatus spawning and nursing ground in the South Yellow Sea     

Xiangyu Long  Rong Wan  Zengguang Li  Yiping Ren  Pengbo Song  Yongjun Tian  Binduo Xu  Ying Xue 《海洋学报(英文版)》2021,40(8):133-144

In recent years, Konosirus punctatus has accounted for a large portion in catch composition and become important economic species in the South Yellow Sea. However, the distribution of K. punctatus early life stages is still poorly understood. In this study, generalized additive models with Tweedie distribution were used to analyze the relationships between K. punctatus ichthyoplankton and environmental factors(longitude and latitude, sea surface temperature(SST), sea surface salinity(SSS) and depth), and predict distribution K. punctatus spawning ground and nursing ground, based on samplings collected in 6 months during 2014–2017. The results showed that K. punctatus' spawning ground were mainly distributed in central and north study area(from 33.0°N to 37.0°N).By comparison, the nursing ground shifted southward, which were approximately located along central and south coast of study area(from 31.7°N to 35.5°N). The optimal models identified that suitable SST, SSS and depth for eggs were 19–26°C, 25–30 and 9–23 m, respectively. The suitable SSS for larvae were 29–31. The K. punctatus spawning habit might have changed in the past decades, which was a response to increasing SST and fishing pressure. That needs to be proved in further study. The study provides references of conservation and exploitation for K. punctatus.  相似文献   

新型抗水氯氧镁水泥防渗渠在自然环境的水化产物、相转变规律及其对强度的影响          下载免费PDF全文

石天阳  余红发  麻海燕  李颖 《盐湖研究》2021,29(3):38-46, 55

氯氧镁水泥(Magnesium oxychloride cement, MOC)具有快凝、早强、高强、防火和不腐蚀玻璃纤维等优点,非常适合于制作玻璃纤维增强薄壁制品,在农业灌溉工程中具有良好的应用前景。采用XRD和TOPAS分析了新型抗水氯氧镁水泥制成内蒙古防渗渠的物相组成,探讨了氯氧镁水泥制品在自然环境的水化产物与相转变规律、以及相组成对强度的影响。结果表明,在水分缺少的条件下,氯氧镁水泥的水化产物主要为5Mg(OH)_2·MgCl_2·8H_2O(5·1·8)和Mg(OH)_2;在水分充足的条件下,水化产物主要为Mg(OH)_2和5·1·8,碳化产物为碳化氯氧化镁Mg(OH)_2·MgCl_2·2MgCO_3·6H_2O(1·1·2·6)和水菱镁矿4MgCO_3·Mg(OH)_2·4H_2O(4·1·4)。水化产物对强度有促进作用,而碳化产物会降低强度。通过10年的工程环境考验,证明新型氯氧镁水泥制品在环境中能够保持主要强度相5·1·8的稳定性,具有良好的长期力学性能。  相似文献   

1998-2012年青藏高原TRMM 3B43降水数据的校准   总被引：1，自引：0，他引：1  

石玉立  宋蕾 《干旱区地理》2015,38(5):900-911

运用1998-2012年青藏高原的TRMM 3B43降水数据以及气象台站实测降水数据,对比分析了青藏高原地区TRMM 3B43降水数据偏差分布规律。结果表明:(1) TRMM 3B43降水数据在青藏高原地区存在明显误差,特别是降水量大的地区和月份,偏差量较大。(2)青藏高原地区TRMM 3B43降水数据偏差分布与海拔、经纬度、降水量存在密切的关系。用偏差分布规律,加法修正法结合随机森林算法对青藏高原地区TRMM 3B43降水数据进行了校准。经过校准之后,数据精度得到显著提高,有效增加了数据的可用性,多年月平均数据决定系数R²最大可达到0.9(3、10月),最小也接近于0.5(12月),效率系数E均为正值,最大可达到90(3、10月);多年季平均和多年平均降水数据中除了第一季度结果稍差外(决定系数R²为0.58),其余数据校准效果均较好。  相似文献   

水泥固化锌污染土电阻率与强度特性研究     

张少华  李熠  寇晓辉  董晓强 《岩土力学》2015,36(10):2899-2906

以标准砂及普通硅酸盐水泥为试验材料,制作水泥固化锌污染土样,进行了一系列电阻率和无侧限抗压强度试验。研究了交流电频率对水泥固化锌污染土电阻率的影响、不同含量锌离子对水泥缓凝作用的影响、锌离子含量和龄期分别对水泥土电阻率和强度的影响、电阻率与无侧限抗压强度的关系。结果表明：电阻率随电流频率的增加而明显降低,尤其当频率低于50 kHz时为甚;不同含量的锌离子对水泥土的缓凝作用影响明显,随着锌离子含量的增大,水泥土强度的充分发挥所需时间逐渐增长,但在锌离子含量为500 mg/kg时,缓凝作用表现异常;电阻率和强度均随龄期的增加而增长,随锌离子的含量的增加上下波动,电阻率在锌离子含量为50 mg/kg和500 mg/kg时出现极值,强度在锌离子含量为100 mg/kg和500 mg/kg时出现极值;在各个龄期下,电阻率与强度均呈现出很好的线性关系。  相似文献   

Diagenetic fluid evolution and water-rock interaction model of carbonate cements in sandstone: An example from the reservoir sandstone of the Fourth Member of the Xujiahe Formation of the Xiaoquan-Fenggu area,Sichuan Province,China   总被引：1，自引：0，他引：1  

LIU SiBing  HUANG SiJing  SHEN ZhongMin  Lü ZhengXiang  SONG RongCai 《中国科学:地球科学(英文版)》2014,57(5):1077-1092

Carbonate cement is the most abundant cement type in the Fourth Member of the Xujiahe Formation in the Xiaoquan-Fenggu area of the West Sichuan Depression. Here we use a systematic analysis of carbonate cement petrology, mineralogy, carbon and oxygen isotope ratios and enclosure homogenization temperatures to study the precipitation mechanism, pore fluid evolution, and distribution of different types of carbonate cement in reservoir sand in the study area. Crystalline calcite has relatively heavy carbon and oxygen isotope ratios(δ13C = 2.14‰, δ18O = -5.77‰), and was precipitated early. It was precipitated directly from supersaturated alkaline fluid under normal temperature and pressure conditions. At the time of precipitation, the fluid oxygen isotope ratio was very light, mainly showing the characteristics of a mixed meteoric water-seawater fluid(δ18O = -3‰), which shows that the fluid during precipitation was influenced by both meteoric water and seawater. The calcite cement that fills in the secondary pores has relatively lighter carbon and oxygen isotope ratios(δ13C = -2.36‰, δ18O = -15.68‰). This cement was precipitated late, mainly during the Middle and Late Jurassic. An important material source for this carbonate cement was the feldspar corrosion process that involved organic matter. The Ca2+, Fe3+ and Mg2+ ions released by the clay mineral transformation process were also important source materials. Because of water-rock interactions during the burial process, the oxygen isotope ratio of the fluid significantly increased during precipitation, by about 3‰. The dolomite cements in calcarenaceous sandstone that was precipitated during the Middle Jurassic have heavier carbon and oxygen isotope ratios, which are similar to those of carbonate debris in the sandstone(δ13C = 1.93‰, δ18O = -6.11‰), demonstrating that the two are from the same source that had a heavier oxygen isotope ratio(δ18O of about 2.2‰). The differences in fluid oxygen isotope ratios during cement precipitation reflect the influences of different water-rock interaction systems or different water-rock interaction strengths. This is the main reason why the sandstone containing many rigid particles(lithic quartz sandstone) has a relatively negative carbon isotope ratio and why the precipitation fluid in calcarenaceous sandstone has a relatively heavier oxygen isotope ratio.  相似文献   

Stabilization of Expansive Clays Using Granulated Blast Furnace Slag (GBFS) and GBFS-Cement   总被引：1，自引：0，他引：1  

Erdal Cokca  Veysel Yazici  Vehbi Ozaydin 《Geotechnical and Geological Engineering》2009,27(4):489-499

Expansive clays undergo swelling when subjected to water. This can cause damage, especially to light weight structures, water conveyance canals, lined reservoirs, highways, and airport runways unless appropriate measures are taken. In this study, granulated blast furnace slag (GBFS) and GBFS-cement (GBFSC) were utilized to overcome or to limit the expansion of an artificially prepared expansive soil sample (sample A). GBFS and GBFSC were added to sample A in proportions of 5–25% by weight. The effects of these stabilizers on grain size distribution, Atterberg limits, swelling percentage and rate of swell of soil samples were determined. GBFS and GBFSC were shown to successfully decreasing the total amount of swell while increasing the rate of swell.  相似文献   

某核废物填埋区土壤对Sr吸附的动态模拟实验研究   总被引：1，自引：0，他引：1  

李杰  倪师军  张佩聪  张成江 《物探化探计算技术》2009,31(6):617-620

目前,我国处理极低放废物采用的是就近地质填埋的方法,通过选择合适的吸附材料及添加剂,建立人工屏障,以最大限度地阻滞核素进入与人类生活有关的自然环境中。这里通过研究某地土壤对Sr的吸附,做了动态模拟试验,建立了动态模型,进行不同高度柱体的对比实验。经实验表明：填埋区土壤TY29＋1％人造沸石作为填埋场屏障材料,可营造“碱性～还原”氛围,对阻滞Sr迁移非常有效。不同高度柱体对比实验表明：当柱高度之比为1：2：3,C／C0=0．5时,其累计输出的流量之比为1：1．96：2．16,平均渗透系数分别为：0．62、0．52、0．54。由此可见,随高度增加,吸附性能呈增高的趋势,且柱体渗透性降低。在柱体吸附一段时间后,三个柱的吸附能力都出现了减小的突越,这与在吸附过程中前期为物理吸附进行的较快,后期为化学吸附进行的较慢有关。  相似文献   

Cement Deep Soil Mixing (CDSM) for Solidification of Soft Estuarine Sediments     

A. Maher  W. S. Douglas  D. Yang  F. Jafari  V. R. Schaefer 《Marine Georesources & Geotechnology》2013,31(3-4):221-235

A preliminary study was conducted to determine the potential for cement deep soil mixing (CDSM) technology as a method for in-situ solidification of contaminated river and estuarine sediments. The study was conducted in Newark Bay, near the mouth of the Passaic River, New Jersey. The primary objective of the study was to evaluate the viability of CDSM for the in-situ S/S with a focus on: 1) determining the correct mix of the cement slurry, which provides rapid stabilization of the sediment matrix, 2) potential resuspension of solids during CSDM operations, 3) the effects of high organic content on the solidification process, and 4) the feasibility of using conventional dredging/extraction methods once the sediments have been stabilized and allowed to cure. The results of the study show CDSM slurry mixtures, as low as 7% in cement content, result in significant solidification and strength gain of in-situ sediments under ambient conditions. In sediments with very high organic contents (> 20%), the slurry mix would need to be adjusted to account for retardation effects of organics on cement hydration. Sediment resuspension during application was shown to be minimal at a distance of as little as 75 feet from the mixing head. Strength gains were considerable, effectively consolidating the sediment particles in a secure matrix, but not so high as to preclude extraction of solidified sediments with conventional dredging equipment. Dredged solidified sediment exhibited characteristics of a stiff glacial clay, and as such was easier to handle and transport than untreated dredged sediments. This technique has high potential to be used as an interim remedial measure prior to either extraction and decontamination/disposal or proper capping.  相似文献   

实施低碳水泥标准的影响及协同减排效果分析     

庞军石媛昌  冯相昭刘嘉 孙文龙 《气候变化研究进展》2013,9(4):275-283

采用MAP-CGE模型,模拟了我国水泥行业实施低碳水泥标准对不同生产工艺产出、能耗及污染排放的影响,测算了对其边际减排成本和均衡价格的影响,分析了对不同污染物的协同减排效果。模拟结果表明：实施低碳水泥标准有利于水泥生产工艺的升级换代,并有助于水泥行业节能减排;在现有技术水平下,水泥行业在减排1 t CO2的同时将带来约1.17 kg的SO2减排量和4.44 kg的NOx减排量;实施低碳水泥标准对于水泥行业控制NOx排放很有利;但水泥行业也需承担减排成本并导致其均衡价格的小幅上升。  相似文献   

便携式钻机在水泥灰岩矿勘查中的应用          下载免费PDF全文

周旭林  尹辉暾  周子幸  李成 《探矿工程》2017,44(6):1-5

便携式钻机已广泛应用于地质与工程勘查中,为了进一步扩大便携式钻机的应用范围,倡导绿色勘查,在湖南省东安县王师岭矿区水泥灰岩矿勘查中,采用ZY-25型便携式钻机以钻代槽进行地表取样,取得了较好的效果。应用实践表明,当矿区构造简单,岩层产状较平缓且稳定,矿体厚度较大,矿石有用组分含量较高且分布均匀,有害组分含量较低时,采用便携式钻机取样代替槽探取样评价矿床是可行的。  相似文献