沟灌曼宁粗糙度系数的时间变化及其与田间参数的关系

IF 5.7 3区 环境科学与生态学 Q1 WATER RESOURCES
Hadi Rezaei Rad, Hamed Ebrahimian, Abdolmajid Liaghat, Fatemeh Khalaji, Mahshid Shabani Arani
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引用次数: 0

摘要

本研究旨在确定曼宁粗糙度系数(n),并探讨不同阶段和灌溉事件中各种因素对其的影响。利用SIPAR_ID模型、Manning方程和WinSRFR软件分别确定了沟灌前期、蓄水期和全灌期的Manning’s n。通过Pearson和Kendall检验确定影响曼宁系数的参数。这项研究包括在六种不同的流入率下测量曼宁系数,分为低流量和高流量。考虑了三个灌溉阶段(第一到第三个灌溉阶段)、提前期和蓄水期、两个灌溉间隔和两种土壤质地(粘土壤土和粉质粘土壤土)。结果表明:1 ~ 3次灌水过程中,灌前期、蓄水期和全灌期的Manning’s n分别为0.017 ~ 0.636、0.015 ~ 0.317和0.015 ~ 0.34,平均值分别为0.083、0.054和0.055;在提前阶段观察到较高的粗糙度系数。此外,研究结果表明,如果提前期相对于总灌溉时间较短,则提前期的Manning 's n可以应用于整个灌溉事件,而无需单独考虑蓄水期的粗糙度。Pearson和Kendall统计检验表明,整个灌溉过程中的Manning粗糙度系数与提前时间呈强相关(r = 0.65, p < 0.01),与流入和流出速率、初始土壤水分和截流面积呈中等相关。粗糙度系数与犁沟坡度呈弱相关(r = 0.238)。在蓄水阶段,提前时间与粗糙度的正相关最强,入流速率与粗糙度的负相关较弱(r = - 0.31)。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Temporal variation of Manning roughness coefficient in furrow irrigation and its relationship with various field parameters

This research aimed to ascertain the Manning roughness coefficient (n) and explore the impact of various factors on it across different phases and irrigation events. The Manning’s n for furrow irrigation was determined in the advance, storage, and whole irrigation phases utilizing the SIPAR_ID model, Manning equation, and WinSRFR software, respectively. Parameters affecting the Manning’ n were identified through Pearson and Kendall tests. The study involved measuring the Manning’s n under six distinct inflow rates, classified as low and high flows. Three irrigation events (first to third), advance and storage phases, two irrigation intervals, and two soil textures (Clay loam and Silty clay loam) were considered. Results indicated that the Manning’s n ranged from 0.017 to 0.636, 0.015 to 0.317, and 0.015 to 0.34 in the advance, storage, and whole irrigation phases during the first to third irrigation events, with mean values of 0.083, 0.054, and 0.055, respectively. Higher roughness coefficients were observed in the advance phase. Additionally, findings suggested that if the advance phase is short relative to the total irrigation time, the Manning’s n from the advance phase can be applied to the whole irrigation event without separate consideration for storage phase roughness. Pearson and Kendall statistical tests revealed that the Manning roughness coefficient during the entire irrigation event was strongly correlated with advance time (r = 0.65, p < 0.01) and moderately correlated with inflow and outflow rates, as well as initial soil moisture and cross-sectional flow area. A weak correlation was observed between the roughness coefficient and the furrow slope (r = 0.238). During the storage phase, advance time had the strongest positive correlation with roughness, while inflow rate had a weak negative correlation (r = −0.31).

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来源期刊
Applied Water Science
Applied Water Science WATER RESOURCES-
CiteScore
9.90
自引率
3.60%
发文量
268
审稿时长
13 weeks
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