|
|
Online Resources
|
|
Calculation of soil moisture content by mass and volume Calculation of forms of soil water on mass basis Calculation of forms of soil water on percentage basis Calculation of depth of water, water holding capacity, porosity Solving problems on soil moisture content by mass and volume Solving problems on forms of soil water on mass basis Solving problems on forms of soil water on percentage basis Problems on depth of water, water holding capacity and porosity
This lesson is a continuation of the tutorial on soil water estimation. In this lesson there are four sets of problems on soil moisture estimations. Your attempts to solve these problems will help you to assess your understanding of the subject on soil water and its estimation.
Calculation of soil moisture content by mass and volume A soil sample weighed 230 g in a moisture box. The mass of the moisture box was 78 g. After drying at 105 degrees C to a constant mass, the soil and box weighed 204 g. The soil sample filled a 1000 cc container as it was taken from the field. Find the moisture percentage in the soil by mass and by volume. 1. Water (%) by mass: Wet mass of soil = (wet mass of soil + box)-(mass of box) 2. Water (%) by volume: = (vol. of water / bulk vol. of soil) x 100 Hence: Water (%) by volume =( 26 cc / 1000 cc) x 100 = 2.6 % So, the answers are:
The following data represent a soil sample:
85 - 58
71 - 58 Available water = Field capacity - Wilting point = 47 - 22 = 25%
The soil contained the following moisture contents:
Available water (%) = Field capacity - Wilting point = 25 - 16 = 9% Hygroscopic water (%) = air dry water - oven dry water = 12 - 11 = 1% Capillary water (%) = Field capacity - hygroscopic water = 25 - 1 = 24% Calculation of depth of water, water holding capacity, porosity
A cube of soil measures 10 cm x 10 cm x 10 cm (D = 10 cm, A = 100 sq cm) and has a total wet mass of 1990 g of which 280 g is water. Assume the density of water is 1 g per cc and particle density is 2.65 g per cc. Find the depth of water, water-holding capacity and aeration porosity of the soil.
1. Depth of water = -------------------- surface area water volume = mass of water / density of water = 290 g / 1 g per cc = 290 cc c = solids volume / surface area solids volume = solids mass / particle density = (1760 - 290) g / 2.65 g per cc = 555 cc Hence, c= 555 / 100 sq cm = 5.55 cm Now we will calculate a as shown in the diagram: a =D - (b + c) =10 cm - (2.9 cm + 5.55 cm) = 1.55 Therefore: 2. Water-holding capacity (saturation water content) = mass of water when saturated / mass of dry soil = mass of water when saturated / mass of dry soil = 1 g per cc x ( 1.55 + 2.9 ) / 2.65 g per cc x 5.55 = .3 Water-holding capacity (%)= .3 x 100 = 30 % 3. Aeration porosity = air filled pore vol. / bulk vol. of soil = aA / DA = a / D = 1.55 cm / 10 cm = .15 Aeration porosity = .15 x 100 = 15 % So the answers are: 1. Depth of water = 2.9 cm 2. Water-holding capacity = 30 % 3. Aeration porosity = 15 %
Solving problems on soil moisture content by mass and volume
Solving problems on forms of soil water on mass basis
Solving problems on forms of soil water on percentage basis
Problems on depth of water, water holding capacity and porosity
|