CN204815927U - 一种滴灌输水渠道供水水源泥沙处理系统 - Google Patents
一种滴灌输水渠道供水水源泥沙处理系统 Download PDFInfo
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- CN204815927U CN204815927U CN201520419623.2U CN201520419623U CN204815927U CN 204815927 U CN204815927 U CN 204815927U CN 201520419623 U CN201520419623 U CN 201520419623U CN 204815927 U CN204815927 U CN 204815927U
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- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicium dioxide Chemical compound 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Abstract
本实用新型公开了一种滴灌输水渠道供水水源泥沙处理系统，包括供水渠道，石英砂过滤池，清水池，石英砂过滤池和清水池之间设置有透水砖墙b，透水砖墙b上均匀设置有溢水孔，清水池一侧设置有泥沙收集槽，清水池底部设置有潜水泵，潜水泵的出水口与输水管a连接，输水管a依次与球阀a、压力表a和三通连接，三通的一端连接灌溉管道，三通的另一端依次与球阀b、输水管b、压力表b和反冲洗管连接。整个系统操作简单，过滤效率高，过滤面积大，且建造维修成本低，为滴灌灌溉提供可靠的灌溉水源。
Description
技术领域
[0001] 本实用新型属于泥沙过滤技术领域，涉及一种滴灌输水渠道供水水源泥沙处理系统。
背景技术
[0002] 滴灌是目前节水效果较好的先进灌溉技术之一，在新疆已得到大面积地应用和推广。但新疆的河(渠)水源泥沙含量高，其中细颗粒泥沙较多且难以处理，极易造成滴头和管道淤堵，使滴灌技术应用受阻。目前，解决淤堵的方法主要有三种:一是采用自然沉淀法，即在灌区首部修建大型沉沙池，将河(渠)水引入其中自然沉淀若干天后，用水栗抽取上层清水用于滴灌，定期清除沉淀池内泥沙，此法缺点是周期长，投资大；二是采用溢流过滤法，它在第一种方法的基础上有所改进，即渠道水从边壁顶上溢出，经过坡度较缓的过滤网后，携带细小颗粒泥沙的水进入滤网下部的集水池，体积较大的泥沙或杂物被滤网拦截直接流走进入外部排沙渠，此法不足之处是过滤网易坏，过滤效果不彻底；三是灌区首部水源采用净化设备，即将水力旋流器或砂石过滤器作为水源净化设备，此法造价高昂，过滤效率低，而且过滤后处理大量沉积泥沙也是一个棘手的问题，当汛期时，经过滤设备处理后的水流含沙量和粒径大小有时仍不能达到设计规范的要求，会引发系统堵塞的题。
实用新型内容
[0003] 本实用新型的目的在于提供一种滴灌输水渠道供水水源泥沙处理系统，解决了现有泥沙处理系统过滤效率低且过滤网易损坏的问题。
[0004] 本实用新型所采用的技术方案是:一种滴灌输水渠道供水水源泥沙处理系统，包括供水渠道，供水渠道两侧设置有石英砂过滤池，石英砂过滤池外设置有清水池，石英砂过滤池和清水池之间设置有透水砖墙b，透水砖墙b上均匀设置有溢水孔，清水池一侧设置有泥沙收集槽，泥沙收集槽与泥沙排出口连接，清水池底部设置有潜水栗，潜水栗的出水口与输水管a连接，输水管a依次与球阀a、压力表a和三通连接，三通的一端连接灌溉管道，三通的另一端依次与球阀b、输水管b、压力表b和反冲洗管连接。
[0005] 本实用新型的特点还在于:
[0006] 供水渠道和石英砂过滤池之间设置有透水砖墙a。
[0007] 石英砂过滤池上设置有盖板a。
[0008] 清水池上设置有盖板b。
[0009] 供水渠道、石英砂过滤池和清水池的底面依次降低。
[0010] 反冲洗管表面均匀包裹有滤网。
[0011 ] 透水砖墙a高于透水砖墙b。
[0012] 本实用新型的有益效果是:本实用新型一种滴灌输水渠道供水水源泥沙处理系统，将多孔透水砖和石英砂结合对渠道水源中泥沙进行双重过滤，水质净化较彻底，易于取材，成本较低，适用性强；基于静水压力原理，供水渠道、石英砂过滤池、清水池底面依次降低，过滤效果更佳；渠道两侧均设置石英砂过滤池和清水池，可提高过滤效率；反冲洗管表面的滤网可避免沙粒进入堵塞管道；在透水砖墙b上部设有溢水孔和泥沙收集槽，可直接将反冲洗出的泥沙颗粒收集并排出；在清水池与石英砂过滤池上部均加设盖板，避免杂物进入污染净化后的水体；整个系统操作简单，过滤效率高，过滤面积大，且建造维修成本低，为滴灌灌溉提供可靠的灌溉水源。
附图说明
[0013]图1是本实用新型一种滴灌输水渠道供水水源泥沙处理系统的结构示意图；
[0014] 图2是本实用新型一种滴灌输水渠道供水水源泥沙处理系统的A-A剖面图。
[0015] 图中，1.供水渠道，2.透水砖墙a，3.石英砂过滤池，4.盖板a，5.透水砖墙b，6.清水池，7.盖板b，8.外墙，9.潜水栗，10.输水管a，11.球阀a，12.压力表a，13.三通，14.球阀b，15.输水管b，16.压力表b，17.反冲洗管，18.滤网，19.冲洗孔，20.溢水孔，21.球阀C，22.泥沙收集槽，23.泥沙排出口，24.供水渠道地基。
具体实施方式
[0016] 下面结合附图和具体实施方式对本实用新型进行详细说明。
[0017] 本实用新型一种滴灌输水渠道供水水源泥沙处理系统的结构，如图1及图2所示，包括供水渠道1，供水渠道I两侧设置有石英砂过滤池3，石英砂过滤池3外设置有清水池6，石英砂过滤池3和清水池6之间设置有透水砖墙b5，透水砖墙b5上均匀设置有溢水孔20，清水池6 —侧设置有泥沙收集槽22，泥沙收集槽22与泥沙排出口 23连接，清水池6底部设置有潜水栗9，潜水栗9的出水口与输水管alO连接，输水管alO依次与球阀all、压力表al2和三通13连接，三通13的一端连接灌溉管道，三通13的另一端依次与球阀bl4、输水管bl5、压力表bl6和反冲洗管17连接；
[0018] 供水渠道I和石英砂过滤池3之间设置有透水砖墙a2，石英砂过滤池3上设置有盖板a4，清水池6上设置有盖板b7，供水渠道1、石英砂过滤池3和清水池6的底面依次降低，反冲洗管17表面均匀包裹有滤网18，透水砖墙a2高于透水砖墙b5。
[0019] 具体的泥沙过滤过程说明:供水渠道I通过多孔介质透水砖墙a2将较大的固体颗粒进行初级过滤，透水砖墙a2面积的确定需根据每小时的灌溉需水量来计算，参照透水砖单位面积的透水性能计算出满足需求的透水砖墙a2面积；通过透水砖墙a2初次过滤的水进入石英砂过滤池3，经石英砂二次过滤，石英砂颗粒的选取需根据灌溉水的净化指标和石英砂的透水性能确定出合适粒径；经过石英砂过滤池3过滤的水通过透水砖墙b5进入清水池6，从而完成供水水源泥沙的过滤；
[0020] 具体反冲洗过程说明:经过多次泥沙过滤后，需要对石英砂过滤池3和透水砖墙a2进行清理，清除过滤过程中滞留在砖体和石英砂中的细小泥沙，从而使得整个系统可以高效的循环使用。具体的过程为:潜水栗9抽取清水池6中的清水，通过输水管alO输出，关闭球阀c21，水流经球阀all，压力表al2，球阀bl4，再经过输水管bl5，最终输送给反冲洗管17，通过控制合适的压力值，冲洗孔19同时喷水将过滤过程中拦截在石英砂间隙中的细小泥沙颗粒冲到石英砂过滤池3的上表面，由于冲洗时石英砂过滤池3的水位提高，上表面的泥沙随水流由透水砖墙b5上部的溢水孔20流到泥沙收集槽22中，泥沙顺着坡度方向从泥沙排出口 23排出，同时基于静水压力原理，石英砂过滤池中的水将滞留在透水砖墙a2和透水砖墙b5中的细小泥沙颗粒冲至渠道和清水池中，实现对透水砖墙a2和透水砖墙b5的清洗。
[0021] 一种滴灌输水渠道供水水源泥沙处理系统，将多孔透水砖和石英砂结合对渠道水源中泥沙进行双重过滤，水质净化较彻底，易于取材，成本较低，适用性强；基于静水压力原理，供水渠道、石英砂过滤池、清水池底面依次降低，过滤效果更佳；渠道两侧均设置石英砂过滤池和清水池，可提高过滤效率；反冲洗管表面的滤网可避免沙粒进入堵塞管道；在透水砖墙b上部设有溢水孔和泥沙收集槽，可直接将反冲洗出的泥沙颗粒收集并排出；在清水池与石英砂过滤池上部均加设盖板，避免杂物进入污染净化后的水体；整个系统操作简单，过滤效率高，过滤面积大，且建造维修成本低，为滴灌灌溉提供可靠的灌溉水源。
Claims (7)
1.一种滴灌输水渠道供水水源泥沙处理系统，其特征在于，包括供水渠道(I)，所述供水渠道(I)两侧设置有石英砂过滤池(3)，所述石英砂过滤池(3)外设置有清水池¢)，所述石英砂过滤池(3)和清水池(6)之间设置有透水砖墙b (5)，所述透水砖墙b (5)上均匀设置有溢水孔(20)，所述清水池(6) —侧设置有泥沙收集槽(22)，所述泥沙收集槽(22)与泥沙排出口(23)连接，所述清水池(6)底部设置有潜水栗(9)，所述潜水栗(9)的出水口与输水管a(10)连接，所述输水管a(10)依次与球阀a(11)、压力表a(12)和三通(13)连接，所述三通(13)的一端连接灌溉管道，所述三通(13)的另一端依次与球阀b(14)、输水管b (15)、压力表b (16)和反冲洗管(17)连接。
2.根据权利要求1所述的一种滴灌输水渠道供水水源泥沙处理系统，其特征在于，所述供水渠道(I)和石英砂过滤池(3)之间设置有透水砖墙a (2)。
3.根据权利要求1所述的一种滴灌输水渠道供水水源泥沙处理系统，其特征在于，所述石英砂过滤池(3)上设置有盖板a (4)。
4.根据权利要求1所述的一种滴灌输水渠道供水水源泥沙处理系统，其特征在于，所述清水池(6)上设置有盖板b (7)。
5.根据权利要求1所述的一种滴灌输水渠道供水水源泥沙处理系统，其特征在于，所述供水渠道(I)、石英砂过滤池(3)和清水池¢)的底面依次降低。
6.根据权利要求1所述的一种滴灌输水渠道供水水源泥沙处理系统，其特征在于，所述反冲洗管(17)表面均匀包裹有滤网(18)。
7.根据权利要求2所述的一种滴灌输水渠道供水水源泥沙处理系统，其特征在于，所述透水砖墙a (2)高于透水砖墙b (5)。
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| CN108029517B (zh) * | 2017-12-13 | 2020-05-19 | 中国农业大学 | 一种引黄灌区渠道直引滴灌系统及运行方法 |
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