首页|基于多尺度动力学模型的干旱区组合排水系统排水排盐效率数值模拟

基于多尺度动力学模型的干旱区组合排水系统排水排盐效率数值模拟

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为明确干旱区盐碱地"明沟+暗管"组合排水工程适宜参数,以满足节水、控盐、机耕等多种需求,本研究构建了基于多尺度动力学模型的组合排水工程参数优化方法,并以新疆生产建设兵团二十七团的试验区为例,在现有明沟排水工程基础上,考虑不同暗管间距(10~100 m)、暗管埋深(1。0~2。0 m)和冬灌淋洗定额(150~360 mm),设计了共990种情景,模拟了各情景下组合排水系统的排水排盐效率,明确了排水排盐量、地下水埋深与各变量的定量关系,并遴选了适宜的暗管布局参数和配套淋洗定额。结果表明:组合排水系统及暗管的排盐量随暗管间距增大而线性减小,明沟的排盐量随暗管间距增大而线性增加。系统中优先排水路径为深度较大的排水工程,当暗管埋深增大到1。8 m后,暗管占据排水的主导地位,生育期及冬灌期暗管排水量分别占比99。5%和83。0%以上,为更好地发挥组合排水作用,应使暗管埋深与明沟的沟深相近。明沟只能控制其布置路径附近较小区域的地下水埋深至其沟深,需布设暗管才能很好地控制田间地下水位。暗管间距越小,对地下水位的控制能力越强,但小于20m的暗管间距是过密、没有必要的。组合排水系统的排水排盐量随淋洗定额增大而线性增大。小淋洗定额下,当暗管埋深大于沟深且间距较小时,明沟无法起到排水排盐作用,如暗管间距20 m、暗管埋深1。8 m,且淋洗定额不大于240 mm时,明沟排盐量占系统总排盐量不足1%。基于上述结果,综合考虑干旱区节水、控盐、保墒需求,组合排水条件下研究区适宜的冬灌淋洗定额为300 mm,此时适宜暗管间距和埋深分别为60m和2。0 m。
Numerical simulation of water and salt discharge of combined drainage system in arid region based on multi-scale kinetic model
Aiming to clarify the appropriate parameters for"open ditch+subsurface pipe"combined drainage project,which meets the diverse needs of water conservation,salt control,mechanized cultivation and so on,a parameter optimization method based on the multiscale dynamics model for combined drainage system was developed in this study,and using the pilot area of the 27th Regiment of the Xinjiang Production and Construction Corps as an example.Based on the existing open ditch,a total of 990 scenarios were designed considering different subsurface pipe spacing(10-100 m),pipe depth(1.0-2.0 m)and winter irrigation quota(150-360 mm),the drainage and salt discharge efficiency of the combined drainage system under each scenario was simulated,and the quantitative relationship between the drainage and salt discharge amounts,groundwater depth and each variable was clarified,at last the appropriate parameters of the subsurface pipe layout and the corresponding winter irrigation quota were selected.The results show that salt discharge amounts from combined drainage system and subsurface pipe decrease linearly with the increasing pipe spacing,the discharge amounts from open ditch increase linearly with increasing pipe spacing.The preferred drainage path in the system is the deeper drainage project,subsurface pipe will dominate the drainage when the pipe's depth is greater than 1.8 m,subsurface pipe's drainage amounts account more than 99.5%and 83.0%in the reproductive period and winter irrigation period respectively,for better combined drainage,the pipe depth should be close to the depth of open ditch.Open ditch can only control the groundwater surface to its depth in a small area adjacent to open ditch's path of placement,subsurface pipe is necessary to better control the groundwater depth in the field.Smaller pipe spacing can better control the groundwater table,but the pipe spacing less than 20 m is too dense and unnecessary.The salt discharge amounts of the combined drainage system increase linearly with the increase of winter irrigation quota.When the pipe depth is greater than the depth of open ditch and the pipe spacing is small,open ditch under small irrigation quotas can't serve the purpose of drainage and salt removal,for example,under the pipe spacing of 20 m and the pipe depth of 1.8 m,the salt discharge of open ditch accounts for less than 1%of the total salt discharge of the system until the winter irrigation quota is greater than 240 mm.Based on the aforementioned results,taking the water-saving,salinity control,and moisture retention needs of arid regions into account,the appropriate winter irrigation quota for the experimental plot under combined drainage is 300 mm,with suitable pipe spacing and pipe depth being 60 m and 2.0 m,respectively.

saline soilopen ditchsubsurface pipecombined drainagenumerical simulation

卢玉兰、钱颖志、何帅、朱倩倩、杨威、朱焱、黄介生

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武汉大学水资源工程与调度全国重点实验室,武汉 430072

新疆农垦科学院,石河子 832000

新疆农业科学院土壤肥料与农业节水研究所,乌鲁木齐 830091

盐碱地 明沟 暗管 组合排盐 数值模拟

2024

农业资源与环境学报
农业部环境保护科研监测所,中国农业生态环境保护协会

农业资源与环境学报

CSTPCD北大核心
影响因子:1.059
ISSN:2095-6819
年,卷(期):2024.41(6)