Rivers and fluvial processes (chapter 14)
NOTE: The sequence of topics in
these notes does not follow the exact order of the chapter in the
textbook. However you should use these notes as your guide to reading
the chapter as they more closely reflect the way I approach this
subject in class. I recommend that you read the chapter with these
notes in hand, making sure that you check off the topics listed here
and make a note of the appropriate pages numbers as you get to them in
the chapter.
Rivers function as the plumbing system for the surface portion of
the
landscape, carrying water, dissolved and solid materials downstream
under
the influence of gravity. Flowing water acts as a transporting agent
and
as a sculpturing agent, dissecting the landscape. Because running water
exerts frictional energy against the bed and banks, it has the capacity
to erode, to transport sediment, and to maintain channels.
The result of fluvial erosion is a drainage network of
channels
adjusted to carry the water and sediment running off the land surface.
Drainage network patterns reflect the influence of geologic
structure
(e.g., dendritic, trellis, radial, etc.)
The watershed or drainage basin is that area of the
landscape
drained by a particular river or stream and its tributaries; the
drainage divide is defined topographically as the boundary
around
that area. Virtually the entire surface area of the continents
can
be subdivided into a series of watersheds. Each watershed has a nested
structure: in other words, wherever two streams join, the area drained
by the stream below the junction includes the total area of both
watersheds.
This surface area is referred to as the drainage area of the
watershed.
Drainage density tells us about
the total length of all streams in a watershed per unit of drainage
area. The higher the drainage density, the more efficiently the surface
drainage network carries water off the land surface. We can recognize
watersheds that are as small as the area contributing
to a channel draining a single hillside, or as large as the Mississippi
or even the Amazon watershed. In a sense the watershed is the
most
natural unit for subdividing the landscape, since everything that
happens
within the watershed boundary has the potential to affect conditions
downstream
along the river. For that reason, we often find environmental impact
statements
and ecosystem studies organized by watershed.
The size of a stream channel typically increases in the downstream
direction
with increasing drainage area and increasing flow provided from the
upstream
watershed.
Where does streamflow come from?
Stormflow - surface runoff that is generated during a storm
by
rain on saturated areas, or by overland flow from areas where the rain
falls faster than the water can seep into the ground. This surface flow
eventually finds its way to a stream channel, and the network of
channels
concentrates flow downstream as the area contributing runoff increases.
Baseflow - seepage from the intersection of the water table
with
a stream channel. Water flowing in a stream during a period of no
precipitation
is baseflow, and is generally derived by seepage of groundwater into
the
bed of the stream.
In either case we measure streamflow in volume per unit time,
i.e. cubic feet per second or cubic meters per second. It can
becalculated
as the product of (depth x width x average velocity of flow) or Q =
wdv. The term
for this measured quantity is discharge, and it is equivalent
in
meaning to the flow rate from a faucet or the pumping rate from
a well (e.g. flow rate in gallons per minute). During a storm, there is
typically a much larger volume of water contributed from stormflow than
from baseflow. We can draw a graph of the rate of discharge as it
changes
through time, and we tend to see a dramatic rise during a storm,
reaching
a maximum or peak value before it begins to subside again. The
graph
we have just described is called a hydrograph. It is also the
case that as water level in a stream rises during a storm, width, depth
and velocity all increase as illustrated in figure 14.9 (note that the
axes of this plot are logarithmic, i.e. increasing in powers of ten.)
One of the most dramatic
effects of urban development is to increase the amount of paved area in
a watershed. Since there is so much more water running off the
landscape
instead of infiltrating into the ground, this has the result of causing
a larger total volume of runoff from a given storm than might have
occurred
under natural conditions. The water also arrives in the stream more
rapidly because overland flow over a paved surface is much faster than
over a vegetated surface, and urban watersheds have storm drains that
intercept overland flow and deliver it directly to the stream channel.
Because there is a tendency for the hydrograph
to have a higher peak and a shorter time base, there is a corresponding
increase in the likelihood of
flooding. (The discussion of urban hydrographs is at the end of the
chapter.)
With this as background, let's proceed to outline the remaining
major
topics to be covered:
-
Physical character of flow in stream channels: laminar vs. turbulent
flow and the dominant role of turbulent flow in natural channels (note:
the textbook statement about laminar flow in p. 441 is wrong -
specifically, "Natural streams have stretches of laminar flow only when
the water is deep and the channel surfaces are smooth." In fact laminar
flow almost never occurs in stream channels and can be observed in
natural settings only when flow is extremely shallow and velocities are
extremely low. Even a deep pool in a stream is characterized by
turbulent flow, although rapids are indeed more turbulent than pools.)
-
Streamflow and sediment transport: note the conversion of potential
energy
to kinetic energy as water flows downslope; frictional drag against bed
and banks diverts some of this energy for scour and transport of
sediment.
-
Sediment transport: suspended load and bed load, also
note
importance of dissolved load. Bed load travels either by
rolling
or by bouncing, which takes place in an intermittent series of jumps
called
saltation. Sediment traveling along the bed of the stream
often
forms dunes and ripples.
-
Rise and fall of water level and of discharge during a storm event:
increasing
capacity for sediment transport causes scour on the rising
limb
of the hydrograph (i.e. as the flow rate increases), and decreasing
sediment
transport capacity causes deposition on the falling limb.
Competence (i.e. the maximum particle size that can be
transported)
also tends to increase at higher flow and decreases again as flow
declines.
This occurs because the settling velocity of sediment is
a
function of particle size: the larger the particle, the faster it
settles
and the swifter the current that is needed to keep it from settling.
Therefore
you will find coarser sediments in high-velocity environments and finer
sediments in quiet-water or low-velocity environments.
-
Streams are able not only to carry loose sediment, but also to erode
bedrock.
This is accomplished by abrasion, which is the process that
results
when sediment particles being carried by the flow are used as tools to
scrape and grind the rock surface. An eroding bedrock surface often is
pockmarked by a series of potholes.
-
The typical pattern of erosion in steep terrain is for the stream to
cut
a v-shaped notch in the landscape. However many stream
valleys
have flat or nearly flat valley floors bounded by steeper hillslopes
and
upland areas. Often the stream channel is bordered by a floodplain,
which is itself created by deposition of alluvial sediment
on the valley floor. Although it may be above water most of the time,
the
floodplain is flooded at least occasionally. (In fact, with an adequate
record of past flows we can make approximate predictions of the
likelihood
that a flood of a given size will occur in any given year.) When water
flows over the banks and spreads out, it slows down and
some
of the sediment in transport drops out very rapidly. This can lead to
formation
of natural levees bordering the channel.
-
The remnants of former floodplains, left behind as the channel cuts
downward
(possibly from uplift of the landscape, but with several other possible
causes), are referred to as terraces.
- Velocity distribution in a typical channel: maximum just
below the
surface over the deepest part of the channel, with velocity slowest
near the boundaries owing to the effect of friction.
-
Channel form: "typical" varieties of plan form or channel pattern
-
straight
-
meandering
-
pattern of flow in a meandering channel: main thread of flow shifts
from
side to side, maximum velocity on outside of bend
-
deposition and formation of point bar on convex (inner) bank,
erosion
of concave (outer) bank, lateral migration of meanders,
formation
of meander cutoffs, oxbow lakes, etc.
-
braided
-
highly variable discharge, erodible banks, excess sediment load,
unstable
individual channels with rapid deposition of bars and diversion of flow
-
variants on major themes (e.g. mixed channel types, stable anastomosing
or anabranching channels, etc.)
-
Longitudinal trends from upstream to downstream in a
watershed:
-
streams typically get larger, as they have to carry more water with
increasing
drainage area (this may not be true in desert areas, however; why not?)
-
gradient or slope generally becomes gentler in the downstream direction
(this may be interrupted by knickpoints, waterfalls, or
local
changes in bedrock resistance that create steeper channel gradients);
typical
longitudinal profile is concave
-
caliber or particle size of sediment generally decreases downstream
(except
at locations where fresh inputs of coarse sediment may occur from local
sources)
-
streams give the appearance of being adjusted to the base level
at the downstream end, which may be sea level or a natural or man-made
lake
-
adjustments of base level may cause adjustments elsewhere along the
profile:
-
lowering of base level causes a steepening of the profile and of the
rate
of energy expenditure, leading to incision or downcutting
-
raising of base level creates a gentler gradient upstream, possibly
causing
deposition and raising the bed level
-
Sharp breaks in slope cause formation of depositional land forms:
-
alluvial fans form along mountain fronts where streams
emerging
from the mountains abruptly drop their coarse sediment load; rapid back
and forth switching causes formation of cone-shaped deposit
-
deltas form where rivers enter lakes or coastal waters and
drop
their sediment load as they reach sea level; progressive seaward or
lakeward
growth actually extends the length of the stream and results in a
gentler
gradient
-
like drainage networks in reverse, deltas split into multiple distributaries
with a series of other diagnostic features related to the pattern of
sediment
deposition
-
as distributaries grow longer and gradients along the main stream
gecome
gentler, chances increase that the flow will take a shorter, steeper
path
to the outlet and abandon that part of the delta
-
As a general rule, human activities that alter the land surface will
also
alter watershed hydrology. Changes may include increased frequency of
flooding,
excessive sediment supplied to stream channels, widening and
instability
of channels in some areas, loss of stream habitat for aquatic species,
etc. Water-resource development on a large scale, particularly as
related
to major dams and irrigation projects, may have far-reaching
implications.