The phrase "areas slope" is not correct and does not convey a clear meaning in written English.
It may be intended to describe the slope of certain areas, but it lacks clarity and context.
Example: "The areas slope downwards towards the river, creating a natural drainage system."
Alternatives: "the slopes of the areas" or "the gradient of the areas".
In risk areas slope inclination were lowered due to likelihood of developing of landslide processes.
In mountainous areas, slope and altitude variations modulate the airborne sensed hyperspectral radiance image.
It is possible to distinguish unstable areas, slope eigenfrequencies, local amplification levels (due to weak excitation) and local deformation directions.
In mountainous areas, slope aspect has been considered as an important role for exploring the variability of upper treelines to climate change (e.g. Danby and Hik, 2007; Dang et al., 2009; Elliott and Kipfmueller, 2010; Elliott and Kipfmueller, 2011).
While pasture land can be placed on steeper areas, slope limitations still apply due to the operational needs of agricultural equipment necessary for effective pasture management such as fertilization, liming, over-seeding, and undesirable plant control.
Distance from road (Road buffer): In hilly areas slope excavation for road widening is a common practice which greatly influences the slope stability and similar has been found for the present study area where landslides associated with the slope excavation are common.
There are six sub-tectonic units in the basin, including the central concave area, southwest uplifted area, southeast uplifted area, northeast uplifted area, west slope area and north dipping area (Shu et al. 2003).
A sensitivity analysis was then carried out to investigate parameters that influence the head-area slope.
The fields mainly developed in the paleo-uplift area, slope area, and platform margin reef shoal bodies in the basins (Table 5).
The adopted approach was Analytic Hierarchy Process (AHP) based multicriteria decision analysis technique, and the evaluation criteria were roof area, slope, drainage density and runoff coefficient.
Solid mechanics theory was used to develop an equation to predict the head-area slope m of round holes in pipes.
