Effect Of Surface Boundary Condition On Rainfall Infiltration

2012 ◽  
Author(s):  
Nurly Gofar ◽  
Min Lee Lee ◽  
Azman Kassim

Penyusupan air hujan amat dipengaruhi oleh keadaan sempadan permukaan tanah dan sifat–sifat hidraulik tanah. Kertas kerja ini mengetengahkan kajian mengenai kesan beberapa keadaan sempadan permukaan tanah terhadap penyusupan air hujan dengan menggunakan satu program komputer VADOSE/W. Satu kajian parametrik dijalankan untuk mengkaji kesan suhu persekitaran, kelembapan relatif udara, dan kelajuan angin terhadap penyejatan dan kadar penyusupan air hujan. Kesan konduktiviti hidraulik tanah terhadap mekanisma penyusupan air hujan juga dikaji dengan menggunakan dua model tiang tanah. Keputusan menunjukkan penyusupan air hujan adalah sensitif terhadap kelembapan relatif udara dan suhu persekitaran yang lebih rendah daripada suhu tanah, tetapi tidak sensitif terhadap kelajuan angin dan suhu persekitaran yang lebih tinggi daripada suhu tanah. Konduktiviti hidraulik tanah dan keamatan hujan mempunyai pengaruh yang besar terhadap mekanisme penyusupan dan pembentukan air larian permukaan. Maka, profil ketepuan tanah yang meyakinkan hanya boleh diperolehi jika keadaan sempadan permukaan tanah yang tepat dipertimbangkan dalam analisis. Kata kunci: Penyusupan air hujan, penyejatan, keadaan sempadan, konduktiviti hidraulik, model tiang tanah Rainfall infiltration is greatly influenced by the surface boundary condition as well as hydraulic properties of soil. This paper highlights the study on the effect of several surface boundary conditions on the rainfall infiltration using a computer program VADOSE/W. A parametric study was carried out to study the effect of ambient temperature, relative humidity and wind speed on the evaporation and rainfall infiltration rate. The effect of soil hydraulic conductivity on the mechanism of rainfall infiltration was also studied by using two soil column models. Results show that rainfall infiltration is sensitive to relative humidity and ambient temperatures lower than soil temperature, but insensitive to wind speed and ambient temperatures higher than soil temperature. The hydraulic conductivity of soil and rainfall intensity have great influence on the infiltration mechanism and the development of surface runoff. Thus, reliable saturation profile can only be achieved if accurate surface boundary condition was considered for analysis. Key words: Rainfall infiltration, evaporation, boundary condition, hydraulic conductivity, soil column model

2019 ◽  
Vol 49 (9) ◽  
pp. 2365-2376 ◽  
Author(s):  
A. J. George Nurser ◽  
Stephen M. Griffies

AbstractWe detail the physical means whereby boundary transfers of freshwater and salt induce diffusive fluxes of salinity. Our considerations focus on the kinematic balance between the diffusive fluxes of salt and freshwater, with this balance imposed by mass conservation for an element of seawater. The flux balance leads to a specific balanced form for the diffusive salt flux immediately below the ocean surface and, in the Boussinesq approximation, to a specific form for the salinity flux. This balanced form should be used in specifying the surface boundary condition for the salinity equation and the contribution of freshwater to the buoyancy budget.


2012 ◽  
Vol 212-213 ◽  
pp. 20-24 ◽  
Author(s):  
Chen Cheng ◽  
Zhi Yao Song ◽  
Yi Gang Wang ◽  
Jin Shan Zhang

After analyzing the surface-boundary condition of suspended sediment concentration (SSC), Cheng et al.[7] further improved the sediment diffusion coefficient which was proposed by Bose and Dey[6]. Then an improved Rouse law (IRL) was developed. This equation, which has a similar form as Rouse law, not only overcomes the zero concentration at the free surface, but also behaves generally better than Rouse law and van Rijn equation over the whole water depth in the verification analysis. In this paper, the surface-boundary condition of SSC is further analyzed. It is elucidated that IRL satisfies the surface-boundary condition more reasonably than Rouse law. In addition, a first-order approximation of IRL is developed. From this approximation, we can easily get the explicit expression of the depth-averaged SSC without any implicit integrals to be solved numerically or by the help of a chart. This is very useful in the further study of non-equilibrium suspended sediment transport (SST).


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