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1.
滴灌条件下暗管滤层结构对排水、排盐效果的影响 总被引：1，自引：1，他引：0
为解决滴灌农田非饱和条件下暗管排水困难的问题,设置2种暗管滤层铺设方式,以常规暗管滤层进行排水为对照,基于室内土槽试验,分析了滤层铺设方式对暗管排水排盐效果的影响及其机理。T1处理为常规暗管滤层铺设方式,暗管四周铺设细砂滤层,T2处理为暗管上部铺设细砂,T3处理为细砂斜垫层斜铺连接体积质量分界层与暗管。结果表明,T1处理受土壤水滞后效应影响显著,暗管不排水,土壤水、盐积聚于暗管底部;T2、T3处理可在暗管上部产生局部饱和区,促使暗管排水。T2处理排水时所需历时较长,排出的水盐总量较少;T3处理可使暗管最早排水,排水时暗管下部土壤积盐最少,排水流量和排水盐总量最大。 相似文献
2.
不同水土保持模式下坡耕地的土壤水分特征 总被引：1，自引：1，他引：0
针对松嫩平原北部丘陵漫岗区坡耕地存在的干旱与水土流失并存的问题,选取了垄向区田、鼠道、鼠道+暗管、鼠道+垄向区田、鼠道+暗管+垄向区田、常规耕作等6种水土保持技术模式,研究了土壤水分变化特征。结果表明,从整体上看,不同水土保持技术模式0～100cm土层土壤储水量与时段降雨量变化趋势一致,土壤储水量大小的技术模式依次为,鼠道+暗管+垄向区田>鼠道+垄向区田>垄向区田>鼠道+暗管>鼠道>常规耕作。各水土保持技术模式的总蒸散量大小依次为:鼠道+暗管+垄向区田>鼠道+垄向区田>鼠道+暗管>鼠道>垄向区田>常规耕作。研究结果为松嫩平原北部丘陵漫岗区坡耕地水土保持技术模式的合理选择提供依据。 相似文献
3.
暗管排水对油葵地土壤脱盐及水分生产效率的影响 总被引：6，自引：1，他引：5
为了建立宁夏惠农区庙台乡给予太阳能水泵抽水的暗管排水工程的灌溉排水制度,以油葵为研究对象,设暗管排水和非暗管排水2个处理,观测分析了暗管排水对田间土壤含盐量、地下水位和产量等的影响。结果表明,在油葵生育期内,与进行暗管排水前相比,暗管排水使暗管排水区的地下水水位降低0.09 m,降幅6.21%;地下水矿化度降低9.79%;土壤含盐量降低13.64%;与非暗管排水区相比,暗管排水区的油葵增产8.10%,灌溉水生产效率增加8.40%,群体水分生产效率增加9.86%。 相似文献
4.
《灌溉排水学报》2019,(8)
暗管排水工程是控制灌区地下水位,防治耕地盐碱化的主要技术手段。【目的】综合考虑排水条件、排水目的等因素,选择合适的计算方法计算暗管间距。【方法】对几种常用的暗管间距计算方法进行了理论分析并总结了其适用条件,编写了基于VBA的计算程序以实现不同计算方法的优选并确定相应的暗管间距。在此基础上,选取宁夏引黄灌区2个典型暗管排水工程案例进行了分析计算。【结果】稳定流状态下,当kH/q≤100时,宜选择阿维里扬诺夫-瞿兴业公式计算暗管间距,当kH/q>100时,宜选择Hooghoudt公式计算暗管间距;非稳定流状态下,以治渍为目的地区选择按地下水位下降速度计算暗管间距,以防治盐碱化为目的地区选择按排蒸比计算暗管间距。【结论】利用VBA开发的程序可以解决暗管间距计算过程中较繁琐的迭代、累加等计算问题,操作便捷,实用性强;非稳定流方法更适合于宁夏引黄灌区暗管排水间距的计算,银北灌区宜按排蒸比计算暗管间距,银南灌区宜按地下水位下降速度计算暗管间距。 相似文献
5.
E.G. Youngs 《Agricultural Water Management》1980,3(1):17-34
The analyses of Widmoser and of Kirkham for flow into gappy non-ideal drain pipes with longitudinal slits and circumferential openings, respectively, were modified to take into account the hydraulic effect of filters when the boundary between filter material and soil is an equipotential surface. Upper and lower bounds were found for the effective drain radii of the drain pipes when surrounded by a cylindrical filter, by calculating the effective drain radii of the drain pipes with filter surrounds whose outer boundaries are the equipotential surfaces just contained within and without the outer cylindrical surface of the filter. The calculated bounds are close to each other for large filter thicknesses, but become further apart as the filter thickness is decreased. These calculated bounds for the effective radius were used to calculate, by the hodograph method, lower and upper bounds for the maximum water-table height for parallel lines of drain pipes installed in an infinitely deep soil. These show that the maximum water-table height in drained land is considerably lowered in the presence of a filter more permeable than the soil surrounding a gappy nonideal drain, and that a thin filter of high hydraulic conductivity relative to the soil is hydraulically more beneficial than a thicker filter of hydraulic conductivity only slightly more than that of the soil. An exact analysis, useful only for large filter thicknesses, is also given for the flow towards pipe drains with circumferential openings when surrounded by permeable material with hydraulic conductivity varying inversely with radial distance. 相似文献
6.
通过对现有地下灌溉系统的分析，论述了田间地下土基透水管灌溉、排水兼用的可行性及机理分析。在对国内外暗管施工机械进行分类归纳的基础上，研制出土基透水管现场成型机，可现场一次完成土基管的成型、固壁、防渗、镶嵌渗水条等工序，初步对样机进行了田间试验，验证其结构合理性、经济性，并对土壤的破坏成型机理进行了分析。研究表明，地下灌排兼用系统具有其它节水灌溉所没有的众多优点，由于初步研制成样机和解决了一些关键问 相似文献
7.
Wesseling (1964) stated that standing water above drains as a result of submerged outlets creates a radial flow in the vicinity of the drains which promotes flow conditions so that a smaller rise of the water table height midway between drains results. Wesseling (1979) concluded the same for standing water above drains as the result of too high entrance resistance. Standing water above drains may also be due to overpressure in the drains as a result of too small pipe diameter or to irregular drain slopes. With the exception of submerged outlets the resulting water table rise midway between drains is however in the same order of the water table rise above the drain as can be derived from theoretical analysis. This conclusion was confirmed by measurements at an experimental field where the standing water above drains, as a result of overpressure, and the water table midway between drains were monitored in a field located at the northwest of the Nile Delta. In spite of the low discharge rates, overpressure was observed in the drains. It was mainly attributed to irregular drain slopes. The analysis of field data showed that the water table midway between drains rises at least the same as the water table height above the drains. Since overpressure in drains causes a decrease of the dewatering zone, a careful and accurate installation is of utmost importance for the proper functioning of a drainage system. 相似文献
8.
The mechanism of silting up of tile field drains in two heavy textured surface water gley soils was examined by comparing the physical and mineralogical characteristics of deposits in drains with those of the clay soil directly above. The deposits consist of clay, silt and sand and are distinctly laminated. They appear to be the result of internal erosion of the soil. The processes operative seems to have been: (a) inflow of soil through the drain joints; (b) sedimentation in the drain; (c) elution of very fine material. It is possible that this silting-up phenomenon is not uncommon in the tile field drains of surface water gley soils of Scotland. 相似文献
9.
《Journal of Agricultural Engineering Research》1999,72(3):275-290
The Swedish soil water model SOIL has been calibrated for several drained fields in Scotland and Ireland. Drainage efficiency in these fields varies, with inefficient drainage systems leading to saturated profiles and large surface runoff flows. The model has been modified to represent drainflow in typical Scottish and Irish fields in which permeable backfill extending to the surface is present directly above plot drains. When the conductivity of the backfill material is low, surface runoff is shown to be enhanced in specific soil types. Overall, the predictions of the modified model are in reasonably good agreement (as shown by the efficiency factor values) with measured water table levels, drain and surface runoff flows in these fields. These calibrated fields are to be used in subsequent work on pollution from surface runoff following slurry spreading. A useful indicator of potential runoff risk in such systems is the total saturated hydraulic conductivity of the profile, defined here as arising from the combination of the saturated soil and drain conductivities. Fields are classified into high risk if the conductivity of the profile is lower than 6 mm/d, low risk if the conductivity is greater than 18 mm/d, and moderate risk for intermediate conductivities. A sensitivity analysis of the model with regard to drain and surface runoff flows, varying the drain spacing, a backfill resistance term, the soil matrix and macropore saturated hydraulic conductivities, soil porosity and the pore size distribution index, is also presented. This analysis shows that in order of increasing importance, backfill resistance, macropore saturated hydraulic conductivity and drain spacing, have the largest effect on the generation of surface runoff. 相似文献
10.
M.A. Sekendar 《Agricultural Water Management》1984,8(4):351-360
The entrance resistance and the effective radius of corrugated PVC drain pipes without envelope and with six different prewrapped envelopes were evaluated in a sand tank experiment.By applying the theory of resistances, the entrance resistance of the naked pipe was found to be 0.0136 days/m. With envelopes, the values were 0.0024 to 0.0067 days/m, depending on the types of envelope.The effective radius of the naked pipe was found to be 0.47 cm for a drain pipe with an actual radius of 3.0 cm. This value increased to between 1.20 and 2.50 cm when envelope material was used. Then the values of the calculated entrance resistances were substituted in the steady state drainage equations under normal field conditions to evaluate the effect on drain spacing. In all equations, a tendency towards increasing the drain spacing was observed when envelope material was used. 相似文献
11.
Mahmoud M. Moustafa 《Irrigation and Drainage Systems》1998,12(2):141-159
Drainage water from the lower boundary of the root zone is an important factor in the irrigated agricultural lands for prediction of the water table behavior and understanding and modeling of water and chemical movement in the soil profile. The drainage coefficient is an important parameter for the design of subsurface drainage. On a 33,138 ha of the Nile Delta in Egypt, this study is conducted using 90 irrigation periods over a 3-year crop rotation to estimate the time-dependent drainage from the root zone and the design subsurface drainage coefficient with different cropping seasons and irrigation management levels.The results showed that the cropping seasons and the irrigation management levels as indicated by different irrigation efficiency are significantly affected the drainage rate from the root zone and the design value of subsurface drainage coefficient. Drainage rates from the root zone of 1.72 mm/d and 0.82 mm/d were estimated for summer and winter seasons, respectively. These rates significantly decreased in a range of 46% to 92% during summer season and 60% to 98% during winter season when the irrigation efficiency is increased in a range of 5% to 15%. The subsurface drainage coefficient was estimated to be 1.09 mm/d whereas the design drain pipe capacity was estimated to be 2.2 mm/d, based on the peak discharge of the most critical crop (maize), rather than 4.0 mm/d which is currently used. A significant decrease of the drainage coefficient and the drain pipe capacity ranges from 18% to 45% was found with the increase of irrigation efficiency in a range of 5% to 15%. The leaching requirement for each crop was also estimated. 相似文献
12.
在地下水位较高、地表易于形成积水的中国南方地区,通过农田排水措施可以及时排除多余地表积水,快速降低地下水位,以达到排涝降渍、协同调控的目的.文中基于室内砂槽试验,揭示暗管排水、明沟排水、不同反滤体高度的反滤体排水及改进暗管排水等措施的地下排水规律及效果.结果表明:将暗管周围土体置换为高渗透性土体介质的改进暗管排水可明显提高排水流量,当土体置换高度达2 cm时(对应于田间条件40 cm),其排水流量均高于相同埋深条件下的其他排水措施,达暗管排水的1.59~1.66倍;改进暗排在地表积水消失时仍保持较大的排水流量,可达相同埋深暗管流量的2倍以上,在积水层消失后,能迅速降低农田土壤水的渍害胁迫,将地下水位降低至暗管埋设高度;各种排水措施,在地表积水即将消失时,出现了流量与水头变化幅度较大的现象.相对于各种地下排水措施,改进暗管排水在除涝降渍中存在明显优势.研究结果可为涝渍灾害易发地区高效除涝降渍减灾工程设计和建设提供参考. 相似文献
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15.
《灌溉排水学报》2019,(Z2)
【目的】掌握天津经济技术开发区土壤盐分的动态变化及分布情况,保证城市绿地的可持续性。【方法】通过长期定位监测,分析了研究区2007―2014年的土壤含盐量及pH值。【结果】研究区土壤含盐量整体上均呈逐年降低趋势,截至2014年3月研究区0～80 cm各层次土壤含盐量均在0.11%～0.14%之间,已经达到了滨海地区绿化种植土壤标准对土壤含盐量要求;土壤pH值整体随时间呈波动减小趋势,土壤pH值整体下降了0.33;研究区绿地土壤含盐量分布不均,但随着时间变化,研究区土壤总体的盐分水平分布的均一性有所提高,研究区土壤pH值分布较为均一。【结论】"暗管排盐"措施对天津经济技术开发区的绿地土壤盐分调控效果良好,但仍要加强对绿地土壤水盐动态的监测,减少土壤次生盐渍化的发生。 相似文献
16.
The physical assumptions and mathematical approximations leading to ten steady-state drainage equations for installations of parallel cylindrical drains laid above a horizontal impermeable barrier, are critically examined. Water-table heights were calculated from the equations for a range of depths of impermeable barrier and of rainfall rates, using the drain's radius obtained by the hodograph analysis for infinite depth of soil. A consideration of the available solutions show that the water-table height is known with sufficient accuracy for small depths of impermeable barrier and for large depths, but at intermediate depths the solutions lead to an unsatisfactorily large uncertainty in its position. Of the drainage equations Houghoudt's equivalent depth equation, when used with the optimum drain radius given by the hodograph analysis for infinite soil depth, is the only one that gives results contained mainly within the known bounds that result from a consideration of the combination of equations. 相似文献
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18.
Subsurface drainage to combat waterlogging and salinity in irrigated lands in India: Lessons learned in farmers’ fields 总被引：1，自引：0，他引：1
The introduction of irrigated agriculture in the arid and semi-arid regions of India has resulted in the development of the twin problem of waterlogging and soil salinization. It is estimated that nearly 8.4 million ha is affected by soil salinity and alkalinity, of which about 5.5 million ha is also waterlogged. Subsurface drainage is an effective tool to combat this twin problem of waterlogging and salinity and thus to protect capital investment in irrigated agriculture and increase its sustainability. In India, however, subsurface drainage has not been implemented on a large scale, in spite of numerous research activities that proved its potential. To develop strategies to implement subsurface drainage, applied research studies were set-up in five different agro-climatic sub-regions of India. Subsurface drainage systems, consisting of open and pipe drains with drain spacing varying between 45 and 150 m and drain depth between 0.90 and 1.20 m, were installed in farmers’ fields. The agro-climatic and soil conditions determine the most appropriate combination of drain depth and spacing, but the drain depths are considerably shallower than the 1.75 m traditionally recommended for the prevailing conditions in India. Crop yields in the drained fields increased significantly, e.g. rice with 69%, cotton with 64%, sugarcane with 54% and wheat with 136%. These increases were obtained because water table and soil salinity levels were, respectively, 25% and 50% lower than in the non-drained fields. An economic analysis shows that the subsurface drainage systems are highly cost-effective: cost-benefit ratios range from 1.2 to 3.2, internal rates of return from 20 to 58%, and the pay-back periods from 3 to 9 years. Despite these positive results, major challenges remain to introduce subsurface drainage at a larger scale. First of all, farmers, although they clearly see the benefits of drainage, are too poor to pay the full cost of drainage. Next, water users’ organisations, not only for drainage but also for irrigation, are not well established. Subsurface drainage in irrigated areas is a collective activity, thus appropriate institutional arrangements for farmers’ participation and organisation are needed. Thus, to assure that drainage gets the attention it deserves, policies have to be reformulated. 相似文献
19.
W.A. Muirhead E. Humphreys N.S. Jayawardane J.L. Moll 《Agricultural Water Management》1996,30(3):261-282
Waterlogging and salinity are reducing the productivity of irrigated agriculture on clay soils in south east Australia. We compared five drainage treatments: (1) undrained control (Control); (2) mole drains (Mole); (3) mole drains formed beneath gypsum-enriched slots (GES) (Mole + GES); (4) shallow pipe drains installed beneath GES (Shallow Pipe); (5) deep pipe drains (Deep Pipe). The experiment was set out on a vertisol and our measurements were made during the growth of an irrigated onion crop.
Over the 3 months before the spring irrigations commenced, the perched water table on the Control was less than 400 mm below the soil surface for 27% of the time, whereas the shallow drainage treatments (Treatments 2, 3 and 4) reduced this time to less than 4%. During the irrigation season, the perched water table on the Mole + GES treatment rose above 400 mm for 3% of the time. The perched water table on the Mole treatment was above 400 mm for 14% of the time, compared with 19% of the time on the Control. The Deep Pipes were less effective in reducing the depth to the perched water table, both before and during the irrigation period.
Mole drains increased the gas-filled porosity above the drains. However, the gas-filled porosity remained below reported levels for optimum root growth. Although the drains effectively drained excess water, and lowered the water table, the hydraulic gradient was insufficient to remove all of water from the macropores. Gypsum enriched slots above the mole drains increased the gas-filled porosity in the slots but the drainable porosity in the undisturbed soil appeared to be inadequate for optimum root growth, even though some drainage occurred near the slots.
Discharge from the shallow drainage treatments averaged 58 mm for each irrigation, and was considerably more than the amount required to drain the macropores. The mole channels were in reasonably good condition at the end of the irrigation season, with at least 70% of the cross-sectional area of the channel open.
Shallow subsurface drains increased onion yield by about 38%. For each day the water table was above 400 mm, the yield declined by 0.23 tonnes per hectare. Farmer adoption of shallow subsurface drainage will depend on the long-term economic benefits (influenced by the longevity of the mole channels and yields response) and the need to develop more sustainable management practices. 相似文献
20.
设有复式空气阀的管道充、放水过程 总被引：2，自引：0，他引：2
为了研究长距离有压管道充水和放水过程中管内气体压力的变化情况,并保证其运行中的安全,针对长距离有压管道的特点,对其充水和放水过程,采取了对整个管道进行分段处理、依次充水和放水的策略.对于分段后的每一段管道,建立了圆形管道内水体体积与水深关系的数学模型.按照小流量充水的原则,运用理想气体状态方程,结合复合式空气阀的进气和排气性质,在空气阀和泄水管布置情况已知的前提下,根据不同的充水流量和放水流量,计算各管段气体压力的变化情况.整个数值计算过程采用自编Fortran程序计算求解.计算结果表明：充水和放水的流量越大,对应管段的气体压力越大和越小,管道越危险;在不影响管道安全性的前提下,为了使管道尽快充满和放空,应采取较大的充水流量（16 m3/s）和放水流量（泄水阀全开）. 相似文献