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Measurement Of Losses From On-Farm Channels And Drains

机译:测量农田渠道和排水渠的损失

摘要

Water use and groundwater rises are two important problems facing irrigators in theudsouthern irrigated region of NSW. Water loss through percolation has been extensivelyudstudied for irrigated farms and major supply channels but there have been no studies ofudloss through on-farm channels and drains.udThis study aimed to determine the magnitude of percolation losses attributable to on-farmudchannels and drains. It also aimed to consider approaches and for need to identify problemudwere and to consider likely remediation techniques.udInvestigations were carried out within selected farms in Coleambally and MurrumbidgeeudIrrigation Areas in southern NSW during the irrigation seasons of 1997/98, 1998/99 andud1999/00. The Idaho Seepage Meter was used to make point infiltration measurements.udSeepage losses were not estimated for all channels on every farm but for only thoseudchannels being used by the landholder in the periods seepage measurements were taken.udOnly 3 of the 9 farms investigated were using all of the channels and drains on the farmudduring monitoring activities. Only permanent channel and drain structures on the farmudwere measured. This potentially causes the annual seepage losses calculated per farm to beudunderestimated.udThe Idaho Seepage Meter was used for this investigation. Measuring seepage using theudIdaho Seepage Meter is rapid, direct, and cheap. The success of this method depends uponudthe high degree of homogeneity in natural soils. Tests using seepage meters can beudconducted in channels without interfering with their normal water delivery operation.udThree or four measurements were taken across channels and drains at intervals of 50 - 100udmetres. Due to the age and lack of maintenance of these channels their cross-sections haduddeteriorated. In these situations it was difficult to place the Idaho Seepage Meter on theudsides of the channels. Extreme care was taken to cause minimal disturbance to the localudsoil so that the seepage pattern would not be appreciably affected.udA series of test wells was drilled adjacent to the irrigation channels and drains usingudinformation obtained from EM 31 electromagnetic surveys.udThe Idaho Seepage Meter can be used to rapidly locate channel sections with high seepageudlosses. This enables total seepage losses from a section of channel to be estimatedudeconomically.udThe seepage results from 15-30 year old channels indicate that a combination of weeds andudsediment deposition may be the major factor for reduction of seepage. Silt sediments wereuddeposited on the channel bed, or on only part of the bed where the channel was curved, notudthe entire wetted perimeter of the channel. However, some old channels, which wereudcleaned prior to the irrigation season, had significant seepage volumes.udIn new channels and drains low seepage rates were also found at many sites. These sitesudcould have been influenced by factors such as compaction beneath the bed of channel, soiludsodicity, biological activity, and slope/bend of channel, and silt deposition in the channeludbed.udEM-31 surveys were used to characterize soil differences along channel and drainage linesudand the apparent electrical conductivity (ECa) values were compared with direct seepageudmeasurements using an Idaho Seepage Meter. This method proved successful inudidentifying actual seepage sites. ECa values obtained from the EM-31 surveys provided anudinsight into the most likely locations to have high seepage rates. The EM-31 method wasudshown to be an important initial predictive tool.udHighest seepage rates were found where ECa values were low. In some areas seepage ratesudwere found to be low despite low ECa values at these locations. These anomalies wereudattributed to various factors which included compaction of substrate, clay layers belowudchannel bed, sodicity, biological activity and sediment deposition.udCombining the seepage-monitoring program with the EM31 electromagnetic surveyudmethod proved to be highly effective in detailing the nature and extent of the problem.udDespite its limitations, the EM31 method is considered to be an important predictive tooludin the first stage of loss assessment.udInvestigation was carried out with in selected farms to quantifying seepage losses fromudsections of channels and drains in the Murrumbidgee Irrigation Area and ColeamballyudIrrigation Area. This study enabled those sections with high seepage rates to be identified.udAs the price of water becoming a realistic figure in terms of meeting actual cost, wateruddistribution efficiencies are being very closely examined. Water loss through seepage inudon-farm channels and drains is one of the many elements of the system under investigation.udDetection and accurate measurement of seepage is important for the efficient and effectiveudmanagement of on-farm water. However, it is necessary to firstly determine whether audproblem exists, and secondly to quantify the extent and seriousness of that problem, beforeudputting resources into seepage control. At high seepage rates it is uneconomical to applyudthe various treatments available. It is suggested that only methods compatible with andudcomplementary to the natural sealing process will be successful. Lining a leaky channeludsite will not always completely eliminate seepage losses. In fact, all that can be reasonablyudexpected is a reduction in the seepage rate. The amount of reduction will depend upon theudlining used and the magnitude of the loss prior to lining.udInvestigation sites were established within irrigation channels and drains on each of nineudfarms, each with an average of approximately 3-4km of unlined on-farm channels carryingudwater within the farm boundaries and about 1-3km of drains that are used for recyclingudrunoff water.
机译:用水和地下水上升是新南威尔士州南部灌溉地区灌溉者面临的两个重要问题。对于灌溉农场和主要供应渠道,已经通过渗滤对水的损失进行了广泛的研究,但是没有关于通过农田渠道和排水渠的渗水的研究。该研究旨在确定归因于农田的渗水损失的幅度。 udchannels和排水管。它还旨在考虑方法和确定问题的必要性,并考虑可能的补救技术。在1997 / 98、1998 /的新的灌溉季节,对新南威尔士州南部Coleambally和Murrumbidgee ud灌溉区的部分农场进行了调查。 99和 ud1999 / 00。使用爱达荷州的渗流计进行点渗透测量。 ud并未估算每个农场的所有渠道的渗漏损失,但仅针对土地所有者在进行渗漏测量期间使用的那些 ud渠道进行了估算。 ud9个农场中只有3个被调查者在监控活动期间使用了农场的所有渠道和排水沟。仅测量农场中的永久性河道和排水沟结构。这有可能导致每个农场计算出的年度渗漏损失被 ud低估。 ud爱达荷州的渗流计用于该调查。使用 udIdaho渗漏仪测量渗漏是快速,直接和廉价的。该方法的成功取决于天然土壤的高度均一性。可以在不影响其正常输水操作的情况下,在通道中进行渗漏计的测试。 ud在通道和排水沟之间以50至100 udmet的间隔进行了三到四个测量。由于这些通道的老化和缺乏维护,它们的横截面已经变差。在这些情况下,很难将爱达荷州的渗水计放置在通道的 udsides上。采取了极为谨慎的措施,以使对当地土壤的干扰降到最低,从而不会明显影响渗水模式。 ud使用 EM 31电磁勘测获得的 u资料,在灌溉渠和排水沟附近钻了一系列测试井。 ud爱达荷州渗水仪可用于快速定位渗水 udloss高的通道断面。这样就可以对某条河道的总渗漏损失进行经济估算。 ud 15-30年的老河道的渗流结果表明,杂草和沉淀物沉积的结合可能是减少渗流的主要因素。淤泥沉积物沉积在河床床上,或仅沉积在河床弯曲的河床部分上,而不是沉积在河床的整个湿润周边。但是,一些在灌溉季节之前被未清理过的旧河道的渗漏量很大。 ud在新河道和排水沟中,许多地点的渗漏率也很低。这些场所可能受到以下因素的影响,例如河床底下的压实,土壤渗水,生物活性和河道的坡度/弯曲以及河床土中的泥沙沉积。 udEM-31调查用于表征使用爱达荷州渗水仪,将沿河道和排水管道的土壤差异 ud和表观电导率(ECa)值与直接渗漏 ud测量进行了比较。实践证明,该方法可以成功识别实际的渗漏点。从EM-31调查中获得的ECa值可以使人们深入了解渗水率最高的位置。 EM-31方法被证明是重要的初始预测工具。在高ECa值的地方,渗出率最高。在某些地区,尽管这些地区的ECa值低,但渗漏率仍很低。这些异常归因于各种因素,包括基底的压实,水下通道下的粘土层,碱度,生物活性和沉积物沉积。 ud将渗漏监测程序与EM31电磁勘测相结合证明在细节上非常有效 ud尽管有其局限性,但在损失评估的第一阶段,EM31方法仍被认为是重要的预测工具 ud。在选定的农场进行了调查,以量化来自 udsection的渗漏损失。 Murrumbidgee灌溉区和Coleambally ud灌溉区的水渠和排水渠。这项研究使那些具有高渗水率的部分得以识别。 ud由于水价在满足实际成本方面已成为一个现实的数字,水 uds的分配效率正在受到密切关注。通过 udon-farm渠道和排水沟的渗漏水是正在研究的系统的众多要素之一。 ud渗漏的检测和准确测量对于有效和有效地管理农场中的水很重要。但是,有必要首先确定是否存在 udproblem,其次,在将资源投入渗流控制之前,要量化该问题的严重程度。在高渗漏率下,采用各种可用的处理方法是不经济的。建议仅与自然密封过程兼容和不互补的方法才能成功。对泄漏通道现场进行衬里并不总是能够完全消除渗漏损失。实际上,所有可以合理意外地想到的就是降低渗透率。减少的量将取决于衬砌的使用和衬砌前损失的程度。 ud在九个 udfarms中的每个灌溉渠和排水渠中建立了调查点,每个排水沟上平均约有3-4 km的未衬砌-在农场边界内运送 udwater的农田渠道和大约1-3 km的排水沟,用于回收 udrunoff水。

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    Akbar Saud;

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  • 年度 2005
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  • 正文语种 en
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