临沂市农村集体建设用地流转成效探析

随着经济的快速发展,国有建设用地日渐稀缺,而同时集体建设用地在经历了20世纪90年代末期乡镇企业的没落之后出现大量的闲置。因此,建立规范的农村集体建设用地市场,引导集体建设用地合法、有序流转是激发农村地区经济活力、缓解国有建设用地紧张的重要举措。临沂市自2003年开始试点农村集体建设用地流转工作,在长期的实践中取得了一定的成绩,但也出现了一系列问题。该文在总结了临沂市农村集体建设用地流转工作经验的同时,对实践中发现的一系列问题进行分析、探索,提出了促进农村集体建设用地流转的措施与建议。临沂市自2003年开始试点农村集体建设用地流转工作,至2013年临沂市农村集体建设用地流转1 425.17 hm~2,获得流转收益19 827.01万元。结合临沂市的现实状况和我国农地入市改革的推进情况,最终从顶层设计、严格执法、市场化运作、规划布局、分配机制构建等方面提出促进农村集体建设用地流转的措施与建议。     

出嫁女是否应得到土地补偿金

案例某村民小组将本村土地出让给某开发商,得到土地补偿款70万元。该村民小组以＂集体讨论＂的方式通过了这笔土地补偿金的分配方案,即每位村民可分得补偿金4000元,但＂出嫁女＂胡某及其子未在其列,理由是＂胡某已嫁到外村＂。而胡某则认为自己虽嫁,但其和儿子一直在村里居住,户口也一直在村里,     

黄河口滨岸潮滩不同生境下翅碱蓬氮的累积与分配特征

2008年5～11月,采用定位研究方法对黄河口滨岸潮滩不同生境下翅碱蓬(Suaedasalsa)氮的累积与分配特征进行了研究。结果表明,中潮滩翅碱蓬(JP1)和低潮滩翅碱蓬(JP2)不同器官生物量均具有明显季节变化特征,总体表现为JP1高于JP2,二者枯落物量均呈递增变化;JP1、JP2根、茎和枯落物的全氮(TN)含量在生长季均呈递减变化,符合指数衰减模型,而叶的总氮(TN)含量波动变化明显;二者不同器官及枯落物的氮累积量和累积速率(VN)季节变化明显,JP1地上部分的氮累积量和VN一般明显高于JP2,且二者地上部分氮累积量和VN均明显高于地下;JP1、JP2不同部分的氮分配比差异明显,其中叶的分配比最高,分别为(46.91±16.97)%和(55.21±9.79)%,说明叶是翅碱蓬重要的氮累积器官;二者氮的年吸收量和最大现存量分别为5.29g/m2、2.63g/m2和13.76g/m2、3.19g/m2;二者氮的吸收系数(0.0145和0.0065)均较低,而利用系数表现为JP2(0.8243)>JP1(0.3844),JP1在氮的吸收方面要强于JP2,而在利用方面却低于JP2。JP1和JP2生物量、TN含...     

MODFLOW中两种模拟混合井流问题方法的耦合

对于无(弱)水力联系的多含水层,混合井改变了含水层的结构,通过井筒将无(弱)水力联系的含水层联通。对于大区域井流问题数值模拟,MODFLOW中显式流量分配法和"High Kv in Wellblock"法的假设条件都很难得到满足,将两者耦合起来拓展其适用范围。采用质量守恒定理和Darcy定律计算井网格的平均等效渗透系数,结合显式流量分配法模拟混合井流问题。最后,通过两个典型算例来验证该方法的合理性,其中一个算例是非完整井穿透相邻的两个含水层,另一个算例是完整井穿透两个含水层,且中间有隔水层。将耦合法的计算结果与显式流量分配法对比,结果表明:只有在第一个例子中当水流达到稳定时,两种方法的计算结果几乎相同,且井网格的水头差很小;而其它情况两者的差别很明显,且采用流量分配法计算井网格的水头差大于耦合法计算井网格的水头差。根据Neville等的相关结论可知采用耦合法对于文中的两个例子都比较合理。     

金沙江流域泥石流的组合赋权法危险度评价

针对目前地质灾害危险性评价中对指标权重确定方法的缺陷,使用改进的层次分析法和熵值法确定金沙江流域泥石流的各影响因素权重。在此基础上,提出一种新的组合赋权规则,使两类权重间的差异程度和分配系数间的差异程度相一致,从而排除人为因素及数据奇异点的影响,得到相对客观准确的结果。以金沙江的典型泥石流作为计算实例,对现场数据进行了提取之后,使用上述方法计算出影响因子的权重,将权重代入经典的危险性分析模型进行评估。计算结果与当地泥石流的实际情况和发展趋势相符合,从而证明了该方法的合理性。     

中国碳减排目标的地区分解方法研究述评

碳减排目标的区域分配是中国当前控制CO2排放的紧迫问题。通过文献研究,评述了国际上针对国家之间的碳排放权的区域分解方案以及中国碳减排目标的国内区域分解方案,提出了要想真正公平、公正、可行以及可持续地进行碳减排目标的地区分解,必须明确以下几个方面的关键和核心问题:分配对象、分配原则、分配方案必须考虑的因素、分配标准、分配方法、分配模型以及分配结果的可靠性和合理性。     

Change analysis of rice area and production in China during the past three decades

Rice＇s spatial-temporal distributions, which are critical for agricultural, environ- mental and food security research, are affected by natural conditions as well as socio-eco- nomic developments. Based on multi-source data, an effective model named the Spatial Production Allocation Model （SPAM） which integrates arable land distribution, administrative unit statistics of crop data, agricultural irrigation data and crop suitability data, was used to get a series of spatial distributions of rice area and production with 10-km pixels at a national scale -it was applied from the early 1980s onwards and used to analyze the pattern of spatial and temporal changes. The results show that significant changes occurred in rice in China during 1980-2010. Overall, more than 50% of the rice area decreased, while nearly 70% of rice production increased in the change region during 1980-2010. Spatially, most of the increased area and production were in Northeast China, especially, in Jilin and Heilongjiang; most of the decreased area and production were located in Southeast China, especially, in regions of rapidly urbanization in Guangdong, Fujian and Zhejiang. Thus, the centroid of rice area was moved northeast approximately 230 km since 1980, and rice production about 320 km, which means rice production moved northeastward faster than rice area because of the significant rice yield increase in Northeast China. The results also show that rice area change had a decisive impact on rice production change. About 54.5% of the increase in rice pro- duction is due to the expansion of sown area, while around 83.2% of the decrease in rice production is due to contraction of rice area. This implies that rice production increase may be due to area expansion and other non-area factors, but reduced rice production could largely be attributed to rice area decrease.     

The key indicators of transboundary water apportionment based on international laws and cases

Transboundary water, more competitive utilization and uncertain availability under the globalization trend, the issue of its apportionment which directly impacts national benefits of each riparian state is becoming one of the important topics in the world. Water is scarce in China, the most important upstream state in Asia, and this task has to be thought over in the coming future. Based on ＂International Freshwater Treaties Database＂ （1820-2007） by Oregon State University, and publications and reports on transboundary water utilization and management since 1999, 28 indicators of water apportionment adopted in 49 international treaties and cases in 1864-2002 are divided into 6 types, the spatial and temporal characteristics of the adopted indicators are analyzed in order to find the key indicator（s） of transboundary water apportionment. The major results include： the major adopted indicators, have significant differences among 5 regions/continents, the indicators at rank first and second place in the developed region （North America and Europe） according to the adopted times are ＂keeping minimum water flow＂ and ＂mean annual runoff＂, but in the developing region （Asia, Africa and South America）, the ranking order of the above two indicators is reversed; the major adopted indicators in the watersheds with insufficient water are ＂mean annual runoff＂ and ＂keeping minimum water flow＂, the ones in the watersheds with sufficient water are ＂keeping minimum water flow＂ and ＂maximum water intake＂; the international treaties signed from the first phase to the fourth phase, the developing process shows a progress of ＂fewer-increasing a lot-decreasing rapidly-equation basically＂, the regional distribution of the treaties shifts mainly from the developed region to the developing one, especially to Asia and Africa; the major adopted indicators shifts from ＂keeping minimum water flow＂ and ＂mean annual runoff＂ in 1864-1945, to ＂keeping minimum water flow＂ and ＂maximum water intake＂ in 1946-1971, then to ＂hydraulic facility operation＂ and ＂mean annual runoff＂ in 1972-1991, and finally to ＂keeping minimum water flow＂ and ＂mean annual runoff＂ in 1992-2002, the process shows similar a loop. Finally, the key indicator on transboundary water apportionment can be determined as ＂keeping minimum water flow＂.     

笼养条件下秃鹫繁殖期的行为日节律及时间分配的观察研究

2012年3～5月,采用直接瞬时扫描法和间接监控器摄像相结合的方式,对北京市野生动物救护中心顺义饲养繁育基地的一对秃鹫的繁殖行为的时间分配和活动规律进行了研究,结果显示:秃鹫在警戒、理羽、吃食、交配、孵化等行为存在着明显的节律性,警戒、理羽行为在行为比例中较高,警戒行为占绝对优势。取食行为多发生在上午的中间阶段,孵化行为不间断、并且轮流孵化幼鸟。孵化期内雌、雄个体的行为差异不大,秃鹫发情期各种行为所占的比例存在着一定的性别差异。     

方钢管混凝土框架-十字加劲薄钢板剪力墙的力学性能研究

采用大型通用非线性有限元软件ABAQUS 6.10分别对方钢管混凝土框架-十字加劲薄钢板剪力墙和非加劲薄钢板剪力墙进行了数值分析,对二者的受力特征、刚度、极限承载力、剪力分配及柱子的受力特征进行了研究.结果表明:当肋板刚度比为30时,十字加劲肋能够提高钢板剪力墙结构的弹性屈曲荷载、极限承载力、初始刚度,降低柱子轴压比对剪力初始分配的影响;在加载的初始阶段(顶点侧移角小于0.2％),钢板剪力墙承担了大部分剪力,随后墙板承担剪力的比例逐渐下降,框架承担的比例逐渐上升,当顶点侧移角达到1％时,框架和钢板剪力墙承担剪力的比例保持不变;方钢管混凝土框架-薄钢板剪力墙的滞回环饱满,滞回性能稳定.由于薄钢板墙拉力场作用,方钢管混凝土柱壁易与混凝土发生分离,在设计时应予以注意.