Snow melting water infiltration mechanism of farmland freezing-thawing soil and determination of meltwater infiltration parameter in seasonal frozen soil areas

2021 ◽  
Vol 258 ◽  
pp. 107165
Author(s):  
Yunlong Li ◽  
Qiang Fu ◽  
Tianxiao Li ◽  
Dong Liu ◽  
Renjie Hou ◽  
...  
Water ◽  
2020 ◽  
Vol 12 (9) ◽  
pp. 2409 ◽  
Author(s):  
Yiben Cheng ◽  
Wenbin Yang ◽  
Hongbin Zhan ◽  
Qunou Jiang ◽  
Mingchang Shi ◽  
...  

Soil water moisture is one of the most important influencing factors in the fragile ecosystems in arid sandy regions, and it serves as a bridge connecting the rainfall and groundwater, two important water sources in arid sandy regions. The hydrological process of an arid sandy region occurs sporadically and is highly non-uniform temporally, making it difficult to monitor and predict. The deep soil recharge (DSR) at a sufficiently deep soil layer (usually greater than 200 cm below ground surface) is an important indicator for groundwater recharge in the arid sandy region, and thus the quantitative determination of DSR is of great significance to the evaluation of water resources and the study of water balance in the arid sandy region. Due to the large amount of evaporation, small amount of precipitation, and the long term of the frozen-soil period in the winter and spring, the monitoring of infiltration and determination of DSR in the arid sandy region become challenging. This study selects the Ulanbuh desert plots in northern China to monitor DSR, precipitation and seasonal frozen soil thickness change, and reaches the following conclusions: Even though the annual precipitation is only 48.2 mm in the arid sandy region, DSR will still occur and replenish groundwater. The daily threshold of precipitation for generating measurable DSR is lower than 4 mm, where the DSR value is defined as the downward flux over a unit area per day hereinafter. DSR continues during the frozen period of the winter and spring seasons, and it is generated from water vapor transport and condensation in the deep sandy layer. Summer rainstorms do no show an obvious correlation with DSR, which is unexpected. This study reveals the characteristics of the dynamic water resources movement and transformation in the arid sandy area in Ulanbuh Desert and can serve as an important guideline for the quantitative assessment of water resources in arid sandy regions.


2019 ◽  
Vol 46 (16) ◽  
pp. 9497-9508 ◽  
Author(s):  
Y. Miao ◽  
Y. Shi ◽  
H. Y. Zhuang ◽  
S. Y. Wang ◽  
H. B. Liu ◽  
...  

2011 ◽  
Vol 368-373 ◽  
pp. 953-958
Author(s):  
Hua Jiang ◽  
Wei Shan

Correctly analyze the formation mechanism and failure mode of the landslide and reasonably evaluate the stability of landslide, can provide scientific basis for landslide controlling. Employed the field investigation, field monitoring, indoor experiment and numerical simulation methods to carry a systematic study on the stability condition and formation mechanism of the Bei-Hei expressway expansion project K178 landslide, the results show that: the silty clay which is loose when dried, and is soft plastic when saturated glides along the surface of bedrock; the safety factor during surveying is 1.21, the landslide is temporarily in a steady state, when the water content of rupture surface soil is increased to 30.5% , the safety factor will reduce to below 1.0, the landslide will be instability; atmospheric precipitation, snowmelt water and seasonally frozen soil thawing water provide water for landslide, cracks and high permeability of main body soil provide passage for water infiltration, mudstone and sandstone with low permeability form aquifuge, silty clay above the aquifuge which is influenced by infiltration water to reach saturation forms rupture surface.


2014 ◽  
Vol 578-579 ◽  
pp. 767-771 ◽  
Author(s):  
Ji Qiang Song

Canal bridge and aqueduct main foundation types include well column, pier, bored piles, bent pile etc. Most of these foundations are in low-lying conduit. The water content of foundation soil is very rich. Especially pile foundation in the drain, due to the high underground water level, pile foundation around soil is in a state full of water. So such type of foundation freeze injury phenomenons are very serious. In order to solve such freeze injury problems, some antifreezing measures are adopted.


Author(s):  
Marcos Cleve Alves da Silva ◽  
Marcelo Dos Santos Targa ◽  
Vicente Rodolfo Santos Cezar

The velocity of water infiltration in soil is important for the design of irrigation systems, drainage, septic tanks, sanitary landfills, dams, channels for water distribution, soil and water management to control erosion and estimate surface runoff. Infiltration tests are generally done with rulers and visual reading, which can lead to errors. The present study therefore aimed to determine the Infiltration Velocity (IV) curves of water in the soil by the concentric ring infiltrometer method, using an Arduino microcontroller and an ultrasonic sensor to measure the lowering of the water depth. For that, in the same infiltration test, four readings in Automatic mode (AT) and four readings in Manual mode (MN) were performed simultaneously, in a red-yellow Argisol type soil, in the Areal Basin, located in the southeastern region of Brazil. municipality of Taubaté, Vale do Paraíba, in the state of São Paulo. Adjustments of kostiakov curves and their equations were made from the data obtained in the field, and the values of R² were determined, as well as the values of Basic Infiltration Velocities (BIV), Accumulated Infiltration (AI) and the Average Percentage Error (APE) of the calculated IS values and those estimated by the equations. The results show that the number of readings in the same test time in Automatic mode (AT) was 2.3 times higher than in the manual (MN). All tests showed that the Red-Yellow Argisol showed a high infiltration speed, and in the pasture area the BIV values were 1.9 times higher than those obtained in the forest area. The R² determination coefficients for all curves are 0.99 in all tests and demonstrate the strong correlation between the data. The APE of the calculated and estimated IS values were low, and the biggest discrepancies that occurred were (APE = 0.30%) in the MN - 4 test and (APE = -0.01%) in the AT - 4. APE of MN mode BIVs for AT was 2.7%. These differences in IS values are reflected in the accumulated infiltration (AI) in the soil over time, and in this study the AI of the ATs tests was on average 4.1mm higher than in the MN tests, which corresponds to a difference of 41m³ ha-1. It was concluded that the use of the Arduino microcontroller with the ultrasonic sensor installed in the ring infiltrometer proved to be efficient in the field measurements and made the determination of the accumulated infiltration and the infiltration speed practical, proving to be an economical and technically viable alternative mainly due to the quantity of possible points to collect for each test and the greater reliability added to the low error values when compared to the manual.


2019 ◽  
Vol 2 (2) ◽  
pp. 187-194
Author(s):  
Konstantin Fedin ◽  
Yury Kolesnikov

The results of field experiments aimed at assessing the possibilities of determining the thickness of the ice cover of water bodies using acoustic noise recorded on the ice surface are presented. It is shown that the frequencies of vertical compressional standing waves generated by acoustic noise in the ice layer can be used for determining the thickness of the ice cover and the type of underlying medium (water or frozen soil).


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