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71.
ABSTRACT: Four alternate schemes often used to deal with a water shortage are: physical rationing, lifeline with increasing block rates, rationing with resale, and pure price rationing. Each of these are analyzed using a supply-demand framework. The theoretical results are applied to a representative California water district and the welfare loss is calculated for a hypothetical 20 percent reduction in water supply for six different income classes. We find that reliance on schemes using the price mechanism in one form or another is clearly superior, in terms of welfare loss, as a means of dealing with a water shortage. 相似文献
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节水灌溉与控释肥施用对太湖地区稻田土壤氮素渗漏流失的影响 总被引:6,自引:0,他引:6
在太湖流域采用田间小区试验研究了干湿交替节水灌溉与控释肥(控释BB肥与树脂包膜尿素)施用对稻田30 cm深土壤渗漏水总氮(TN)、铵态氮(NH+4-N)、硝态氮(NO-3-N)和亚硝态氮(NO-2-N)浓度的动态变化及氮素淋失的影响.结果表明:各处理渗漏水TN、NH+4-N和NO-2-N浓度均在施肥后10 d内达到高峰,然后逐渐下降.渗漏水氮素以NH+4-N(0.22~15.15 mg·L-1)为主,平均占TN 70.1%,NO-3-N(0.10~0.95 mg·L-1)占TN比例较低,平均为13.0%,NO-2-N(0~0.24 mg·L-1)平均仅占TN 1.3%.与淹灌相比,节灌对稻田渗漏水氮素浓度及各氮素占总氮的比例影响不大,但降低了14.2%的渗漏水量和9.4%的TN淋失量.施氮显著提高了渗漏水氮素浓度以及NH+4-N和NO-2-N占TN的比例.控释BB肥和树脂包膜尿素较常规尿素处理水稻全生育期渗漏水TN平均浓度分别降低10.2%和43.3%,TN淋失量分别降低26.1%和39.5%.综上,干湿交替节灌结合树脂包膜尿素施用有利于降低氮素渗漏损失,促进农田面源污染减排. 相似文献
74.
气溶胶颗粒物在壁面的沉积率系数模型的研究已经成为现代气溶胶动力学研究的重要课题.本文通过实验腔测量和理论分析相结合,对Koivisto等(2012)提出的平均方法模型(AM)中的关键参数(即时间间隔)的选取和对测量数据量的要求两个问题进行研究.选取目前广泛使用的最小二乘法模型(LSM)和Lai和Nazaroff(2000)提出的理论分析模型进行对比.研究发现,AM模型中的时间间隔这一关键参数,应由目前的50矫正为20;AM模型和LSM模型均要求实验测量数据个数等于或者大于10,但是AM模型在小数据量情况下的预测结果更精确. 相似文献
75.
Ozone concentrations, flux and potential effect on yield during wheat growth in the Northwest-Shandong Plain of China 总被引:1,自引:0,他引:1
Ozone (O3) concentration and flux (Fo) were measured using the eddy covariance technique over a wheat field in the Northwest-Shandong Plain of China. The O3-induced wheat yield loss was estimated by utilizing O3 exposure-response models. The results showed that: (1) During the growing season (7 March to 7 June, 2012), the minimum (16.1 ppbV) and maximum (53.3 ppbV) mean O3 concentrations occurred at approximately 6:30 and 16:00, respectively. The mean and maximum of all measured O3 concentrations were 31.3 and 128.4 ppbV, respectively. The variation of O3 concentration was mainly affected by solar radiation and temperature. (2) The mean diurnal variation of deposition velocity (Vd) can be divided into four phases, and the maximum occurred at noon (12:00). Averaged Vd during daytime (6:00–18:00) and nighttime (18:00–6:00) were 0.42 and 0.14 cm/sec, respectively. The maximum of measured Vd was about 1.5 cm/sec. The magnitude of Vd was influenced by the wheat growing stage, and its variation was significantly correlated with both global radiation and friction velocity. (3) The maximum mean Fo appeared at 14:00, and the maximum measured Fo was − 33.5 nmol/(m2·sec). Averaged Fo during daytime and nighttime were − 6.9 and − 1.5 nmol/(m2·sec), respectively. (4) Using O3 exposure-response functions obtained from the USA, Europe, and China, the O3-induced wheat yield reduction in the district was estimated as 12.9% on average (5.5%–23.3%). Large uncertainties were related to the statistical methods and environmental conditions involved in deriving the exposure-response functions. 相似文献
76.
通过对2019~2020年不同下垫面集水区(农田集水区与复合集水区)径流及氮磷浓度的连续逐日定位监测,研究川中丘陵区不同下垫面集水区氮磷径流流失过程与强度,探讨下垫面对集水区氮磷径流流失特征的影响.结果表明:不同集水区的径流过程因下垫面不同而存在明显差异,农田集水区内的水田和坑塘的拦蓄作用滞缓了汇流过程,而复合集水区中居民点、公路等不透水下垫面缩短了汇流时间,使得复合集水区的降雨径流量峰值更高,响应速度较农田集水区快12~25min,年径流深较农田集水区多28.1%;次降雨径流过程中磷浓度变化较氮更剧烈,浓度峰值出现时间较氮早约1.2h,在降雨后期磷浓度下降速度更快,降幅更大;复合集水区的氮磷平均事件浓度(EMC)、峰值浓度均高于农田集水区,且两集水区氮流失形态均以硝酸盐氮为主,占总氮的65.9%;磷流失以颗粒态为主,占总磷的67.5%;复合集水区的氮磷流失负荷分别是农田集水区的3.01和4.03倍,氮磷流失强度分别是农田集水区的1.88和2.51倍.因此,复合集水区内氮磷随径流流失的防控可能是未来川中丘陵区面源污染治理的重点. 相似文献
77.
Vapor wall losses can affect the yields of secondary organic aerosol. The effects of surface-to-volume (S/V) ratio and relative humidity (RH) on the vapor-wall interactions were investigated in this study. The oxygenated volatile organic compounds (OVOCs) were generated from toluene-H2O2 irradiations. The average gas to wall loss rate constant (kgw) of OVOCs in a 400 L reactor (S/V = 7.5 m−1) is 2.47 (2.41 under humid conditions) times higher than that in a 5000 L reactor (S/V = 3.6 m−1) under dry conditions. In contrast, the average desorption rate constant (kwg) of OVOCs in 400 L reactor is only 1.37 (1.20 under humid conditions) times higher than that in 5000 L reactor under dry conditions. It shows that increasing the S/V ratio can promote the wall losses of OVOCs. By contrast, the RH effect on kgw is not prominent. The average kgw value under humid conditions is almost the same as under dry conditions in the 400 L (5000 L) reactor. However, increasing RH can decrease the desorption rates. The average kwg value under dry conditions is 1.45 (1.27) times higher than that under humid conditions in the 400 L (5000 L) reactor. The high RH can increase the partitioning equilibrium timescales and enhance the wall losses of OVOCs. 相似文献
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80.
水库溃坝损失及其计算方法研究 总被引:7,自引:1,他引:6
主要研究水库渍坝损失及其计算方法.分析了水库溃坝及其损失的特点,提出了溃坝洪水淹没损失的直接经济损失的实物型损失与收益型损失、间接经济损失、非经济损失的内容及其计算方法,并探讨了库区坍岸损失与清决工程损失计算方法. 相似文献