ATTENTION:
BEFORE YOU READ THE ABSTRACT OR CHAPTER ONE OF THE PROJECT TOPICS BELOW, PLEASE READ THE INFORMATION BELOW.THANK YOU!
INFORMATION:
YOU CAN GET THE COMPLETE PROJECT OF THE TOPIC BELOW. THE FULL PROJECT COST N5,000 ONLY. THE FULL INFORMATION ON HOW TO PAY AND GET THE COMPLETE PROJECT IS AT THE BOTTOM OF THIS PAGE. OR
YOU CAN CALL: 08068231953, 08137701720
WHATSAPP US ON: 08137701720
COMPARATIVE ANALYSIS OF THE PHYSICAL CHARACTERISTICS OF WATER STABLE AGGREGATES IN SOME FOREST AND CULTIVATED
CHAPTER ONE
1.0 INTRODUCTION
1.1 BACKGROUND OF THE STUDY
Aggregate stability expresses the resistance of aggregates to breakdown when subjected to potentially disruptive processes (Hillel, 1998). The structural stability of soil aggregates upon wetting has been the subject of a lot of research around the world (Boucher, 2006). Eynard (2004) indicated that measurement of stability of soil aggregates in water is generally used to estimate structural changes due to cultivation, as water is the main agent of aggregate breakdown in cultivated soils of the humid tropics.
The quality of any soil depends on its degree of aggregation. Soils that are well aggregated, which remain stable when wetted, are important for erosion resistance, water retention and availability and root growth. Mbagwu (2003) reported that factors that influence aggregate stability are important in evaluating the ease with which soils erode, the potentials of soils to crust or seal, soil permeability and quasi-steady state infiltration rates, seedling emergence and in predicting the capacity of soils to sustain long term crop production. Some researchers observed that soils with low Mean Weight Diameter (MWD) have the potential to erode faster than those with high MWD because detachability is lower with the later (Igwe and Ejiofor 2005).
The stability of soil aggregate is affected by soil properties that change relatively little, that is, the inherent composition (texture, type of clay, calcium, sodium, aluminum and iron content) and properties that change in response to vegetation and management (Carter, 2002). According to Seta and Karanthanasis (1996), dispersibility of clay and silt sized particle fractions when immersed in water has been found to affect a number of soil physical properties, such as shrink-swell, water retention characteristics, hydraulic conductivity and hard-setting characteristics of the soils. Also Igwe and Nwokocha (2005) reported that soils with high water dispersible clay (WDC) have high potential to disperse. They added that when such soil disperses on saturation with water, it leads to soil aggregate breakdown, forming seals and crusting and reduces permeability of
HOW TO RECEIVE PROJECT MATERICAL(S)
After paying the appropriate amount (#5,000) into our bank Account below, send the following information to
08068231953 or 08168759420
(1) Your project topics
(2) Email Address
(3) Payment Name
(4) Teller Number
We will send your material(s) after we receive bank alert
BANK ACCOUNTS
Account Name: AMUTAH DANIEL CHUKWUDI
Account Number: 0046579864
Bank: GTBank.
OR
Account Name: AMUTAH DANIEL CHUKWUDI
Account Number: 3139283609
Bank: FIRST BANK
FOR MORE INFORMATION, CALL:
08068231953 or 08168759420
http://graduateprojects.com.ng/