To start off my analysis for this reach of the Diamond Fork River, I first got an overview of the riverscape I am working with by using Google Earth Imagery. I thought about questions like: What is the valley setting? What are the sediment inputs that I am seeing? Where is the active and inactive floodplain?
2018 Google Imagery
**Note: I mapped the inactive floodplain based on the Google imagery following where vegetation was not present. Inactive floodplain typically does not contain vegetation. However, after discussing this site in class, I would have moved my valley bottom margin in a little bit so that the mapping is below the ridge-like feature on the south end of the current mapped valley bottom (can be seen in the hillshade) and made the inactive floodplain margins go up against the valley bottom margin.
2017 LiDAR DEM Hillshade
Site Length = about 638 meters
Riverscape Width: downstream end = about 60 meters, upstream end = about 75 meters
To calculate slope, I found the elevation at the top of the reach (1554 meters) and the bottom of the reach (1541 meters) using Google Earth. The reach is 638 meters in length along the bankfull channel centerline.
(1554 m - 1541 m)/ 638 m = 0.020 x 100 = 2.04 % slope
To calculate sinuosity, I measured the length of channel centerline (866 m) and the length of the valley bottom centerline (630 m).
866 m/ 630 m = 1.37 sinuosity which means that this reach is sinuous/meandering
To calculated confinement, I measured the length of the channel margin (132m) and the length of the channel (638 m).
The length of the confining margin = 45 m + 70 m + 17 m = 132 m.
132 m/ 638 m = 0.21 x 100 = 21% confined so this reach is partly-confined planform-controlled. I originally thought this reach would be considered unconfined, however the math tells us otherwise...
Area of Valley Bottom Margin: 63,025.4 meters squared
Area of Active Channel: 8,451.0 meters squared
Area of Inactive Floodplain: 5,783.5 meters squared
Area of Active Floodplain: 48,790.9 meters squared
(63,025.4 meters squared - 8,451.0 meters squared - 5,783.5 meters squared = 48,790.9 meters squared)
Geomorphic units are the building blocks of river systems. They are defined by their morphology (shape and geometry), sedimentary composition, bounding surfaces, and position on the valley floor. Erosional or depositional processes, or a range of these, produce these features. Instream geomorphic units are found along a slope-induced energy and textural gradient. The pattern of these instream geomorphic units helps explain the geometry (shape and size) of the channel.
Based on the Google imagery, the fact that the slope is low, and the channel bed is gravel throughout this reach, runs can be seen. This means that water and sediment is being conveyed smoothly and the slope of the channel is low to intermediate.
Because this reach is sinuous and the channel bed is gravel, riffles will occur between bends in the channel. Riffles are zones of temporary sediment accumulation which increases roughness during high flow stage, inducing deposition. They are commonly dissected during the falling stage of floods, when the water surface is shallow and steep, and the stepped long profile is maintained.
There could also potentially be pools in this reach of the channel. Alluvial pools are alternating deep areas of channel along an undulating reach-scale longitudinal bed profile. Pools tend to be narrower than riffles and act as sediment storage zones.
There are a few lateral bars in this reach of the channel. Bar length and width are proportional to the flows in the channel. Bars form by lateral or oblique accretion processes, with some suspended-load materials atop, meaning they typically form in an upward fining depositional sequence.
There is also one point bar in this reach. Point bars result from lateral shift in channel position associated with deposition on the convex bank and erosion on the concave bank. The gravel bedload material is moved by traction towards the inner sides of the channel bends via helicoidal flow. The coarsest material is found to be deposited at the bar head.
There is one longitudinal mid-channel bar in this reach as well. As flow diverges around the coarse bedload fraction it is no longer competent to transport sediment and materials are deposited in mid channel. Finer materials are trapped in the wake. However, this could also mean that there is too much sediment for the channel to transport and therefore the material was deposited.
All of these features are displayed in the images below:
2018 Google Imagery
2018 Google Imagery
Floodplains are areas of sediment accumulation made up of alluvial materials between the channel banks and the valley margin. Floodplains accumulate sediment when the sediment supply during overbank flow events exceeds the transport capacity of the flow and sediment is deposited. Floodplains are often poorly drained, acting as stilling basins in which fine-grained suspended-load sediments settle out from over-bank flows.
I concluded the presence of these floodplain geomorphic units based on the Google Imagery and the LiDAR DEM hillshade.
There looks to be floodplain sand sheets present in this reach. Floodplain sand sheets are associated with rapid sediment-charged bedload deposition on the floodplain during extreme floods events. Material is typically deposited on planar, homogeneous sequences. Sand sheets build the floodplain vertically.
2018 Google Imagery and 2017 LiDAR DEM Hillshade