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排序方式: 共有1482条查询结果,搜索用时 15 毫秒
1.
Fluxes of dissolved inorganic carbon in three estuarine systems of the Cantabrian Sea (north of Spain) 总被引:3,自引:1,他引:2
The diffusive and in situ fluxes of dissolved inorganic carbon (DIC) and total alkalinity (TA) have been measured and an estimation has been made of the water–atmosphere fluxes of CO2 in three estuarine systems of the Cantabrian Sea during the spring of 1998. Each of these systems undergoes a different anthropogenic influence. The diffusive fluxes of dissolved inorganic carbon and total alkalinity obtained present values ranging between 0.54–2.65 and 0.0–2.4 mmol m−2 day−1, respectively. These ranges are in agreement with those of other coastal systems. The in situ fluxes are high and extremely variable (35–284 mmol TA m−2 day−1, 43–554 mmol DIC m−2 day−1 and 22–261 mmol dissolved oxygen (DO) m−2 day−1), because the systems studied are very heterogeneous. The values of the ratio of the in situ fluxes of TA and DIC show on average that the rate of dissolution of CaCO3 is 0.37 times that of organic carbon oxidation. Equally, the interval of variation of the relationship between the benthic fluxes of inorganic carbon and oxygen (FDIC/FDO) is very wide (0.3–13.9), which demonstrates the different contributions made by the processes of aerobic and anaerobic degradation of the organic matter, as well as by the dissolution–precipitation of CaCO3. The water–atmosphere fluxes of CO2 present a clear dependence on the salinity. The brackish water of these systems (salinity<20), where maximum fluxes of 989 mmol m−2 day−1 have been estimated, act as a source of CO2 to the atmosphere. The more saline zones of the estuary (salinity>30) act as a sink of CO2, with fluxes between −5 and −10 mmol m−2 day−1. 相似文献
2.
赵存绪 《铁道劳动安全卫生与环保》2006,33(1):24-27
分析了生活小区管道直饮水的净水工艺,对工艺流程各单元的原理和作用进行了阐述,并进行了经济分析,和桶装直饮水比较,管道直饮水的价格较低,表明生活小区管道直饮水系统有较大的发展空间。 相似文献
3.
Organic carbon budget for the Gulf of Bothnia 总被引:1,自引:0,他引:1
Grete Algesten Lars Brydsten Per Jonsson Pirkko Kortelainen Stefan Lfgren Lars Rahm Antti Rike Sebastian Sobek Lars Tranvik Johan Wikner Mats Jansson 《Journal of Marine Systems》2006,63(3-4):155-161
We calculated input of organic carbon to the unproductive, brackish water basin of the Gulf of Bothnia from rivers, point sources and the atmosphere. We also calculated the net exchange of organic carbon between the Gulf of Bothnia and the adjacent marine system, the Baltic Proper. We compared the input with sinks for organic carbon; permanent incorporation in sediments and mineralization and subsequent evasion of CO2 to the atmosphere. The major fluxes were riverine input (1500 Gg C year− 1), exchange with the Baltic Proper (depending on which of several possible DOC concentration differences between the basins that was used in the calculation, the flux varied between an outflow of 466 and an input of 950 Gg C year− 1), sediment burial (1100 Gg C year− 1) and evasion to the atmosphere (3610 Gg C year− 1). The largest single net flux was the emission of CO2 to the atmosphere, mainly caused by bacterial mineralization of organic carbon. Input and output did not match in our budget which we ascribe uncertainties in the calculation of the exchange of organic carbon between the Gulf of Bothnia and the Baltic Proper, and the fact that CO2 emission, which in our calculation represented 1 year (2002) may have been overestimated in comparison with long-term means. We conclude that net heterotrophy of the Gulf of Bothnia was due to input of organic carbon from both the catchment and from the Baltic Proper and that the future degree of net heterotrophy will be sensible to both catchment export of organic carbon and to the ongoing eutrophication of the Baltic Proper. 相似文献
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E2地震作用下减隔振桥梁的抗震设计 总被引:4,自引:4,他引:0
以某减隔振桥梁为例,建立该桥的三维有限元模型,考虑桩-土相互作用的影响,并根据混凝土和钢筋的材料特性,选取适宜的动力弹塑性本构模型,同时模拟了弹塑性减隔振球型钢支座,并采用人工拟合的3条地震动时程曲线对该桥进行了E2地震作用下的弹塑性时程分析,验算该桥在E2地震作用下的强度及变形。经过详细的验算与分析,验证了本桥设计的安全性和可靠性,并为实际工程中的非规则桥梁在E2地震作用下的抗震验算提供参考依据。 相似文献
6.
7.
樊丽辉 《筑路机械与施工机械化》2004,21(6):19-20
SMA纤维添加设备是铺筑SMA路面的重要辅助设备,结合纤维添加设备课题研究成果,主要介绍了该设备的研究设计思路、结构与工作原理、突出特点及应用情况。 相似文献
8.
新型纤维增强混凝土梁的抗弯冲击特性 总被引:13,自引:1,他引:13
为了研究纤维增强混凝土梁的抗弯冲击特性.利用自制的自由落锤抗弯冲击试验装置,测定了不同体积掺率下细直径的腈纶纤维、聚酯纤维、玻璃纤维,粗直径的聚丙烯纤维和哑铃形钢纤维增强混凝土梁的抗弯冲击力学性能。试验表明:纤维增强混凝土梁的冲击次数与纤维品种和体积掺率有关;当细直径纤维的体积掺率为0.07%~O.27%时,纤维增强混凝土梁的初裂、破坏冲击次数分别为素混凝土的1.1~4.5倍和1.1~4.4倍;当粗直径纤维的体积掺率为O.5%~1.4%时,纤维增强混凝土梁的初裂、破坏冲击次数分别为素混凝土梁的2.4~4.6倍和5.2~31.0倍。细纤维增强混凝土梁的初裂冲击性能优于粗纤维增强混凝土梁.粗纤维增强混凝土梁的破坏冲击性能和冲击延性明显优于细纤维增强混凝土梁。 相似文献
9.
聚丙烯纤维混凝土直接拉伸性能的试验研究 总被引:12,自引:0,他引:12
重点研究聚丙烯纤维增强混凝土在单轴直接拉伸荷载下的力学性能和纤维混凝土的单轴拉伸应力变形全曲线。提出单轴拉伸相对应力裂缝宽度曲线的理论方程式。由单轴拉伸全曲线得到了纤维混凝土的应力裂缝宽度曲线、断裂能及特征长度等。试验发现:当纤维体积掺量为0 14%时,纤维混凝土的轴心抗拉强度比基准混凝土提高20%,极限拉伸应变提高49%,断裂能提高68%,临界断裂时的最大裂缝宽度增加55%。聚丙烯纤维具有良好的阻裂性能,增强了硬化混凝土的能量吸收能力。 相似文献
10.