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河套灌区暗管外包滤料的透水效果及防淤堵性能研究

Study on the Permeable Effect and Anti-silting Performance of the Filter Material Outside the Subsurface Drainage Pipe in Hetao Irrigation District

  • 摘要: 为探究不同外包滤料条件下的暗管透水效果、保土和防淤堵性能,设置5种暗管外包滤料方案,分别为砂滤料(A)、68 g/m2土工布(B)、90 g/m2土工布(C)、68 g/m2土工布+砂滤料(D),以及无外包滤料(E)方案作为对照,通过室内渗透试验,田间春灌和秋浇排水过程的监测调查,综合分析不同外包滤料对暗管透水效果、保土和防淤堵性能的影响。结果表明:方案A、B和D的排水流量衰减率平均稳定在5.60%,方案C的衰减率仅次于方案E(15.094%),为11.15%。不同外包滤料达到稳定状态时的渗透系数在7.46×10-4~9.46×10-4 cm/s之间,且GR≤3;各方案秋浇的土壤流失量较春灌时平均减少42%,方案D的土壤流失量衰减率仅为35%,低于其他方案(P<0.05),同时方案A~D的流失土壤d90分别为14.8、18.50、9.0和15.50μm与方案E(d90=23.33μm)相较,保土性能显著;B、C和D方案内的淤土量分别为12.54、17.64和7.00 g,方案D的淤土量显著低于其他单一铺设土工布的方案,可见方案D的防淤堵效果最优。综上,针对河套灌区下游土壤性质,推荐优先选择方案D(68 g/m2土工布+砂滤料)作为灌区暗管外包滤料,该研究结果可为河套灌区下游选择适宜暗管外包滤料提供参考。

     

    Abstract: In order to explore the water permeability effect, soil preservation and anti-silting performance of subsurface drainage pipes under different conditions of outsourced filter material, five types of subsurface drainage pipe outsourced filter material schemes were set up, namely sand filter material(A), 68 g/m2 geotextile(B), 90 g/m~2 geotextile(C), 68 g/m~2 geotextile + sand filter material(D), and no outsourced filter material(E) scheme as a control.Through the indoor penetration test, the monitoring and investigation of spring irrigation and autumn watering in the field, the influence of different filter materials on the water permeability, soil preservation and anti-silting performance of the subsurface drainage pipe were comprehensively analyzed.The results show that the attenuation rate of the drainage flow of scheme A, B and D was stable at 5.60% on average, and the attenuation rate of scheme C was 11.15%, second only to scheme E(15.094%).The permeability coefficient of different filter media in the stable state ranged from 7.46×10-4 cm/s to 9.46×10-4 cm/s, and GR≤3;Compared with spring irrigation, the soil loss of each scheme in autumn was reduced by 42% on average, and the soil loss attenuation rate of scheme D was only 35%, which was lower than other schemes(P < 0.05).At the same time, the soil loss d90 of scheme A to D was 14.8, 18.50, 9.0 and 15.50 μm, respectively, and the soil preservation performance was significant compared with scheme E(d90=23.33 μm);The amount of silted soil in scheme B, C and D was 12.54, 17.64 and 7.00 g, respectively, and the amount of silt in scheme D was significantly lower than that in other schemes where only geotextile is laid, indicating that scheme D has the best anti-silting effect.In summary, according to the soil properties of the downstream of Hetao irrigation area, it is recommended to preferentially select scheme D(68 g/m~2 geotextile + sand filter material) as the filter material for subsurface drainage pipes in the irrigation area.The research results can provide a reference for selecting suitable filter material for subsurface drainage pipes in the downstream of Hetao irrigation area.

     

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