低水头滴灌过滤器的研制与应用

为解决传统微灌系统中使用的各种过滤装置孔口堵塞及水头损失较大这一问题,设计了几种不同截面型式的开敞式滤网过滤器,其结构有箱式、圆柱体式及棱柱体式三种型式,并分别对其进行水力性能测试。测试结果表明：额定流量为2 m^3/h时,以圆柱体式结构的滤网过滤器水头损失为最小（7.95 cm）;额定流量为5 m^3/h时,以箱形结构的滤网过滤器水头损失为最小（16.93cm）,两者均满足水头损失在30 cm以下的要求。实践应用结果表明,优选的两种开敞式滤网过滤器具有过滤效果好、水头损失小等优点,对于减缓灌水器堵塞、延长系统寿命发挥了重要作用,是适于低水头微灌系统的一种较为理想的过滤装置。     

膜下滴灌与沟灌海岛棉田土壤微生物特性的比较

对不同灌溉方式下土壤微生物特性的对比研究结果表明：膜下滴灌方式下棉田的微生物数量及根际、根外微生物数量均多于细流沟灌；两种灌溉方式都具有明显的根际效应；膜下滴灌使土壤处于厌气条件，土壤酶活性没有明显增加，但由于膜下滴灌可随水滴肥，适时适量供给棉花生长所需肥水，仍能满足海岛棉生长需求。     

污水灌溉条件下作物对土壤重金属吸收特征比较

通过采样和化学测试，对污水灌溉条件下，小麦、水稻、蚕豆和油菜果实中Cu、Zn、Pb、Cr和Cd的含量及土壤中重金属本底浓度进行测定和分析。结果表明，污水灌溉对4种作物吸收土壤重金属的能力影响不显著，而不同作物种类对这种吸收能力的影响表现出显著的差异。     

增加投入实现引黄灌溉良性发展

引黄灌溉经济效益显著,但是灌区管理单位的财务收益却入不敷出。根据经济效益分析与水费收交情况,作者认为应加强水费回收,多方面集资以及深化水费改革等,以利于灌溉事业的良性发展。     

An approach to multi-criterion evaluation of irrigation system performance

Irrigation systems aim to meet multiple objectives and performance must therefore be assessed using quantifiable measures for each. It therefore becomes an extremely difficult task to capture the valuation of all of them simultaneously and to mentally process the trade-offs between them in order to arrive at an overall impression of system performance. There is a need for a methodology which provides a systematic approach to comparing and combining the components of overall performance.Multi-Attribute Utility Theory offers an attractive approach to assessing performance of irrigation systems in the form of a utility function which reflects the strength of preferences and trade-offs between individual performance criteria. The method is described and demonstrated on the basis of a case study of irrigation in Sudan.     

地下水埋深对棉花灌溉制度的影响

针对黑龙港流域地下水位总体趋势持续下降的现象,结合沧州市南皮县棉田的原位试验,采用HYDRUS 1D模型进行数值模拟,分析不同地下水埋深条件下,地下水对棉花根系层的补给作用对灌溉制度的影响。结果表明,当全生育期地下水平均埋深为1.5、2m时,地下水对棉花根系层的补给量相当于实验棉田0.5~1.5倍的灌水定额。由此制定3种(1.5、2、3m)地下水埋深条件下不同降水水平年的棉田灌溉制度:播前灌之后,50%水平年不再灌溉;75%水平年当地下水平均埋深为3m时,灌一次花铃水;85%水平年在地下水平均埋深为2、3m时,各灌一次花铃水。地下水补给作用对棉花根系层土壤含水率存在着不可忽视的影响,特别是当地下水埋深不超过2m时制定棉田的灌溉制度应充分考虑地下水的补给作用。     

发展山园瓯柑节水喷灌机械配套节本增效技术

随着我国综合国力的稳步发展,城乡人民的生活水平也不断提高,发展瓯柑种植面积和提高产量,改善瓯柑品质,是人们物质生活的需要,也是我国新形势下农业产业结构调整的发展趋势,并带动山区农民共同致富,利国又利民。本文就温州地区发展山园瓯柑节水喷灌机械配套节本增效技术进行叙述,对于推广应用具有重要的现实意义。     

Effect of soil matric potential on tomato yield and water use under drip irrigation condition

Field experiment was carried out to investigate the effect of soil matric potential (SMP) on tomato yield, evapotranspiration (ET), water use efficiency (WUE) and irrigation water use efficiency (IWUE) under drip irrigation condition in North China Plain. The experiment included five treatments, which controlled SMP at 0.2 m depth immediately under drip emitter higher than −10 (S1), −20 (S2), −30 (S3), −40 (S4) and −50 kPa (S5), respectively, after tomato plant establishment. The results showed that different SMP affected irrigation amount and tomato ET. Irrigation amount decreased from 185 mm (S1) to 83.6 mm (S5) in 2004, and from 165 mm (S1) to 109 mm (S5) in 2005, respectively. The ET decreased from 270 mm (S1) to 202 mm (S5) in both years. However, it was found that SMP did not affect the tomato yield significantly, for the range of SMP investigated. Both WUE and IWUE increased as SMP decreased. The maximum WUE (253 and 217 kg/ha mm) and IWUE (620 and 406 kg/ha mm) were for S5 in 2 years, whereas the minimum WUE (178 and 155 kg/ha mm) and IWUE 261 and 259 kg/ha mm) were for S1 in 2004 and 2005. Based on the above results, therefore, it is recommended that if the tomatoes are well irrigated (SMP is higher than −20 kPa) during establishment, controlling SMP higher than −50 kPa at 0.2 m depth immediately under drip emitter can be used as an indicator for drip irrigation scheduling during following period of tomato growth in North China Plain.     

An evaluation of the Porac River irrigation system

An irrigation water management research programme was implemented by Hydraulics Research in collaboration with the National Irrigation Administration of the Philippines on the Porac Area of Porac Gumain Rivers Irrigation System. The objectives of the study are to monitor the response of the main canal network to changes in water availability and assess its capability to deliver crop water requirements to sub-areas jointly managed by National Irrigation Administration staff and existing Irrigator Associations. This paper presents an analysis of the response of the main system to the varying irrigation demands, and assesses the conjunctive use of groundwater with surface water and the potential of computer models to assist management with the preparation of the annual irrigation schedules.     

A reservoir operational rule for irrigation in Japan

Operation of a reservoir for irrigation is more complicated and difficult than that for domestic water supply in Japan, owing to the fact that a requirement for irrigation takes various value depending upon effective rainfall on farmland, soil condition, and so on. Therefore, the reservoirs should be operated to correspond with demand, inflow, and unknown droughts occurring in the future. However, the reservoirs have been operated under operators' experiences without formal operational rules, because any effective theories or methods have been neither developed nor used in Japan at present.On operation of the reservoirs, there are two targets — promotion of effective release and restriction of release in preparation for droughts — conflicting with each other. It is useful to set up the operation with Required Storage for Drought Curve (RSDC) Method to achieve reasonable operation harmonizing those two targets. RSDC is composed with Target Line (TL) and Restrictive Release Lines (RRLs). TL is a target storage level to guarantee that storage will never empty until the end of the irrigation period under a certain probability. If actual storage remains above TL, effective release will be promoted. RRLs are storage levels pointing out the basis of restricting release. If actual storage falls below TL, release will be restrained in accordance with RRLs in order to get over uncertain droughts occurring in the future.In this paper, the theory of RSDC is described and the effectiveness of Rule Curve (RC) based on RSDC Method is illustrated by simulation on a single reservoir for irrigation.