infiltration parameter
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Energies ◽  
2021 ◽  
Vol 14 (13) ◽  
pp. 3955
Author(s):  
Yonghan Ahn ◽  
Hanbyeol Jang ◽  
Junghyon Mun

The purpose of this study is to compare the load calculation results by a model using the air changes per hour (ACH) method and a model using an airflow network (AFN) and to ascertain what causes the difference between the two models. In the basic case study, the difference in the heat transfer distribution of the model in the interior space was investigated. The most significant difference between the two models is the heat transfer that results from infiltration. Parameter analysis was performed to investigate the relationship between the difference and the environmental variables. The result shows that the greater the difference is between the air temperature inside the balcony and the outdoor air temperature, and the greater the air flows from the balcony to the residential area, and the greater the heating and cooling load difference occurs. The analysis using the actual weather files of five domestic cities in South Korea rather than a virtual case shows that the differences are not so obvious when the wind blows at a constant speed throughout the year, but are dominant when the wind does not blow during the night and is stronger alongside the occurrence of sunlight during the day.


2020 ◽  
Vol 49 (5) ◽  
pp. 20200052
Author(s):  
Poornachandra Vaddy ◽  
Avishreshth Singh ◽  
Prasanna Venkatesh Sampath ◽  
Krishna Prapoorna Biligiri

2018 ◽  
Vol 10 (8) ◽  
pp. 2871 ◽  
Author(s):  
Bailee Young ◽  
Jon Hathaway ◽  
Whitney Lisenbee ◽  
Qiang He

Across the United States, the impacts of stormwater runoff are being managed through the National Pollutant Discharge Elimination System (NPDES) in an effort to restore and/or maintain the quality of surface waters. State transportation authorities fall within this regulatory framework, being tasked with managing runoff leaving their impervious surfaces. Opportunely, the highway environment also has substantial amounts of green space that may be leveraged for this purpose. However, there are questions as to how much runoff reduction is provided by these spaces, a question that may have a dramatic impact on stormwater management strategies across the country. A highway median swale, located on Asheville Highway, Knoxville, Tennessee, was monitored for hydrology over an 11-month period. The total catchment was 0.64 ha, with 0.26 ha of roadway draining to 0.38 ha of a vegetated median. The results of this study indicated that 87.2% of runoff volume was sequestered by the swale. The Source Loading and Management Model for Windows (WinSLAMM) was used to model the swale runoff reduction performance to determine how well this model may perform in such an application. To calibrate the model, adjustments were made to measured on-site infiltration rates, which was identified as a sensitive parameter in the model that also had substantial measurement uncertainty in the field. The calibrated model performed reasonably with a Nash Sutcliffe Efficiency of 0.46. WinSLAMM proved to be a beneficial resource to assess green space performance; however, the sensitivity of the infiltration parameter suggests that field measurements of this characteristic may be needed to achieve accurate results.


1988 ◽  
Vol 31 (4) ◽  
pp. 1159-1166 ◽  
Author(s):  
Behzad Izadi ◽  
Dale F. Heermann ◽  
Harold R. Duke

Soil Research ◽  
1980 ◽  
Vol 18 (1) ◽  
pp. 111 ◽  
Author(s):  
N Collis-George

A procedure is outlined to define those parameters which characterize the infiltration behaviour of a ponded soil. The parameters derive from actual field behaviour and are closely related to but not identical with soil physical properties of established theoretical significance, such as sorptivity and hydraulic conductivity of the transmission zone. For some soils an 'instantaneous' infiltration parameter is required as well as the long-term integral of the sorptivity phenomenon. Results are presented to illustrate the use of these parameters: (1) to distinguish between the infiltration behaviour of different soils; (2) to distinguish changes in the behaviour of a soil under different seasonal conditions; and (3) to test whether soil management practices affect infiltration behaviour. The advantages of the procedure are briefly discussed


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