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![]() Fundamentals of Fluvial Geomorphology and Channel Processes 
dimensions (slope, width, depth), vegetation (type and density), and climate. Dependent 
variables include: channel slope, depth, width, and planform. 
A channel that has adjusted its dependent variables to accommodate the basin inputs 
(independent variables) is said to be stable. Mackin (1948) gave the following definition of 
a graded stream: 
A graded stream is one in which, over a period of years, slope is 
delicately adjusted to provide, with available discharge and with prevailing 
channel characteristics, just the velocity required for the transportation of 
the load supplied from the drainage basin. The graded stream is a system 
in equilibrium. 
Mackin did not say that a stream in equilibrium is unchanging and static. A more commonly 
used term today for this type of stability is dynamic equilibrium. A stream in dynamic 
equilibrium has adjusted its width, depth and slope such that the channel is neither aggrading 
nor degrading. However, change may be occurring in the stream bank, erosion may result, 
and bank stabilization may be necessary, even on the banks of a stream in dynamic 
equilibrium. 
The equilibrium concept of streams discussed above can also be described by various 
qualitative relationships. One of the most widely used relationships is the one proposed by 
Lane (1955) which states that: 
QS % QsD50 
where Q is the water discharge, S is the slope, Qs is the bed material load, and D50 is the 
median size of the bed material. This relationship, commonly referred to as Lane's Balance, 
is illustrated in Figure 2.14. Mackin's concept of adjustment to changes in the controlling 
variables is easily illustrated by Lane's balance (Figure 2.14) which shows that a change in any 
of the four variables will cause a change in the others such that equilibrium is restored. When 
a channel is in equilibrium, it will have adjusted these four variables such that the sediment 
being transported into the reach is transported out, without significant deposition of sediment 
in the bed (aggradation), or excessive bed scour (degradation). It should be noted that by 
this definition of stability, a channel is free to migrate laterally by eroding one of its banks and 
accreting the one opposite at a similar rate. 
Meandering can be thought of as nature's way of adjusting its energy (slope) to the 
variable inputs of water and sediment. Cutoffs (oxbow lakes) and abandoned courses in the 
floodplain attest to the dynamic behavior of rivers. Oftentimes the engineer or scientist draws 
the erroneous conclusion that a dis-equilibrium condition exist because natural cutoffs are 
occurring. However, this type of dynamic behavior is quite common in rivers that are in a 
state of dynamic equilibrium. In this situation, as natural cutoffs occur, the river may be 
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