水产饲料中浒苔添加量与加工工艺研究

研究了浒苔在水产饲料中的添加量和最适加工工艺。以海洋经济鱼类梭鱼为实验对象,做了两个阶段性实验：第一阶段在饲料中按不同比例添加浒苔研究对梭鱼生长的影响。1组为对照组,添加量为0;2—4组为实验组,浒苔添加量分别为10％、15％、20％。保持各组的营养水平基本一致,实验10d,采取摄食率法作为实验方法,记录实验数据,经Excel分析表明,与对照组相比,实验组的各项生长指标高于对照组,其中第3组最优,增重率提高了14．29％,饵料系数降低了0．6。第二阶段研究不同工艺的浒苔饲料对海洋梭鱼生长性能的影响。以新鲜浒苔为基础工艺组,以浒苔干粉、添加柠檬酸沸煮、冷冻处理浒苔为实验组,即工艺一、工艺二、工艺三。同样以摄食率法作为实验方法,实验期10d,记录实验数据,经Excel分析表明,工艺一和工艺二增重率分别提高了6．37％、7．37％,工艺二饵料系数为2．83。     

污水土地处理CAD系统设计

针对污水土地处理设计实际,以提高设计速度和质量为目标,结合计算机辅助设计技术和软件技术的发展,采用成熟而先进的参数化设计技术及ADS开发工具,对土地处理设计中的几个关系问题进行了探讨。     

浅谈福建武夷山大气背景监测站的运行维护

大气背景监测站多位于高山且相对清洁地区,在运行维护方面和城市点位有很大不同,低量程仪器和其他自动监测仪器在运行维护上也有所不同。国家大气背景监测福建武夷山站是国内14个大气背景监测站之一,该站于2011年3月4日运行,文章总结该站运行以来的维护经验,从运行条件、日常维护、简单故障判断、数据处理等几个方面详细叙述,给出维护经验和注意事项,以期为其他类似背景站的运行维护提供参考。     

建设项目竣工验收现场平行样控制指标研究

依据建设项目竣工环境保护验收中污水监测的要求,通过积累大量验收监测质量检查的实验数据,运用数理统计的方法,以化学需氧量和氨氮两个项目为例,建立了质控数据的评价方法,并确定了现场平行样偏差指标的限値。     

恐惧诉求对职业驾驶员安全驾驶态度和行为意向的影响

研究以EPPM模型作为理论框架,探讨恐惧诉求对危险驾驶行为(超速和不系安全带)态度和行为意向的作用。54名职业驾驶员在观看交通安全恐惧诉求录像后,完成安全驾驶行为问卷。回归分析表明恐惧诉求的交通事故录像能够改变驾驶员对超速及不系安全带驾驶的态度和行为意向,但作用不完全一致。恐惧情绪唤起通过恐惧情感所引发的威胁评估过程中介对不超速行为意向的影响。最后,对研究的局限和未来的研究进行讨论。     

中药生产中的综合利用途径

综合利用中药资源,开展中药生产中的废料综合利用工作,是保证中药资源永续利用的重要措施和手段。本文概述了中药生产中的综合利用及研究情况,探讨了中药生产中废料资源化技术的开发。     

转变观念,面向市场,提高农业综合开发整体水平

在计划经济体制下.农业不是也不可能成为一个独立产业,其结果只能是社会效益可观、经济效益甚微甚至倒贴,吃苦的是农民。社会主义市场经济体制的逐步确立,为农业走向市场带来了希望,首要的是确立市场经济观念。丘陵地区大搞农业资源的综合开发是使农业走向市场的重要途径,综合开发上了水平,实现“三高”农业就大有希望。搞农业综合开发的途径很多,但都必须以市场为导向、科技为先导、经济效益为中心,大搞农业产加销一条龙、贸工农一体化是提高农业综合开发整体水平、实现“三高”农业的必要途径。     

HYDROLOGIC MODELING WITH REMOTELY SENSED DATABASES1

ABSTRACT: An integrated remotely sensed database was used as the basis for a hydrologic and sediment transport modeling effort for an agricultural area of western Puerto Rico. Classified spectral images of airborne radiance data provided ground cover information and were used in conjunction with topographic and soils data to guide model construction and provide input to the water balance and sediment yield simulations. Runoff and sediment discharge from hydrologically homogeneous regions were routed through the drainage network and combined at the basin outlet. The model was used to simulate four years of observed sediment discharge from the basin. Relative contributions to the total sediment yield of forested and agricultural areas were determined and compared.     

PARALLEL DRAINS FROM THE LAPLACE STANDPOINT1

Where natural drainage is inadequate for keeping the water table below the root zone of the crops being grown, drains are often employed to control water table levels. Such drains are commonly installed in parallel lines at depths and spacings adapted to the needs of the area. Formulas used for determining drain spacings are generally based upon Dupuit-Forchheimer concepts. These developments postulate a saturated, permeable aquifer underlying the irrigated area and an impermeable barrier underlying the aquifer. The basic differential equation expresses the requirement that the flow out through the sides of a vertical column of infinitesmal cross sectional area must be supplied by a corresponding drop of the water table at the top of the column. If variations of transmissivity due to variations of water table level are taken into account the second order differential equation obtained is nonlinear. To avoid the mathematical difficulties posed by this nonlinearity it is customary to neglect the effects of changes of transmissivity due to changes of water table levels. This imposes a restriction that the formulas derived from these linearized differential equations suffer a loss of accuracy if the change of water table levels becomes a considerable portion of the initial saturated depth. Offsetting these difficulties is the tactical advantage that the linearized differential equations are of types long studied in older developments concerned with conduction of heat in solids. The advantages conferred by the possibilities for exploiting the results of investigations in the older discipline are many. An alternative approach is based upon a requirement that there can be no accumulation of water in any elementary cubical volume located in the zone of complete saturation below the water table. The differential equation obtained on this basis, if the aquifer is homogeneous and isotropic, is the one which bears the name of Laplace. It will be the purpose of this paper to explore the possibilities afforded by this approach for evaluating the flow to parallel drains and to compare the results with those obtainable by the Dupuit-Forchheimer method.