A deficit of sediments in flowing water may cause a river
degrading type
Understanding how rivers behave based on sediment load is key to grasping fluvial geomorphology. Rivers constantly interact with their channels, either eroding material (degradation) or depositing it (aggradation). This balance depends significantly on the relationship between the sediment load the river carries and its capacity to transport that sediment.
A sediment deficit occurs when the amount of sediment a river needs to carry its load exceeds the actual amount of sediment available. This typically happens when the water flow has more energy than required to move the available sediment.
When there's a deficit, the river has excess energy. To balance this, it uses its energy to erode its own bed and banks, picking up sediment particles. This process lowers the riverbed elevation over time. Rivers that are actively lowering their beds due to a lack of sediment supply are described as being of the degrading type.
Let's look at the different types of river behaviors mentioned:
The core concept is the relationship between sediment load and transport capacity:
$Sediment \ Load < Sediment \ Transport \ Capacity$
When this inequality holds true, it signifies a sediment deficit. The river has the power (capacity) to carry more sediment than it is actually carrying (load). This excess power drives the process of bed erosion, leading to the river becoming degrading.
Therefore, a deficit of sediments in flowing water causes a river to become of the degrading type, as it actively erodes its channel bed to meet its transport capacity.
To relieve water-logged land, the spacing of the tile drain in directly proportional to the
The main cause of meandering is due to the___________.
When a dam has to be constructed in a narrow ‘V’ shaped valley, which of the following types of dam is suitable according to its topography?
Sarda type fall was designed to:
A water resources project with an expected life of 25 years has to be designed for an acceptable risk of 5% against a design flood. The return period for the design flood (in years) is ________ (rounded off to the nearest integer).