Bathymetric surveys and area/capacity tables of water-supply reservoirs for the city of Cameron, Missouri, July 2013

Huizinga, Richard J.

doi:10.3133/ofr20141005

Cited by 5 publications

(7 citation statements)

References 5 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…For this study, there was no measured timing offset (table 5; Δt=0, fig. 4), which is consistent with latency test results for this boat and similar equipment configuration used in other surveys (Huizinga, 2010(Huizinga, , 2012(Huizinga, , 2014a(Huizinga, , 2014bHuizinga and others, 2010).…”

Section: Patch Testssupporting

confidence: 89%

“…The bathymetry of the Missouri River at each of the bridges was determined using a high-resolution MBMS. The various components of the MBMS used for this study are described in reports about studies on the Missouri and Mississippi Rivers in Missouri (Huizinga, 2010(Huizinga, , 2012(Huizinga, , 2014a(Huizinga, , 2014bHuizinga and others, 2010) and on the Missouri and Yellowstone Rivers in North Dakota (Densmore and others, 2013). The survey methods used to obtain the data were similar to these previous studies, as were the measures used to ensure data quality.…”

Section: Description Of Equipmentmentioning

confidence: 99%

“…Similar to the previous studies of bathymetry in Missouri (Huizinga, 2010(Huizinga, , 2012(Huizinga, , 2014a(Huizinga, , 2014b, uncertainty in the surveys was estimated by computing the total propagated uncertainty (TPU) for the bathymetric surface of each survey area, using the Combined Uncertainty Bathymetric Estimator (CUBE) method (Calder and Mayer, 2003), as implemented in the HYPACK ® /HYSWEEP ® software (HYPACK, Inc., 2011). The CUBE method allows all random system component uncertainties and resolution effects to be combined and propagated through the data processing steps, which provides a robust estimate of the spatial distribution of possible uncertainty within the survey area (Czuba and others, 2011).…”

Section: Uncertainty Estimationmentioning

confidence: 99%

See 2 more Smart Citations

Bathymetric and velocimetric surveys at highway bridges crossing the Missouri and Mississippi Rivers on the periphery of Missouri, June 2014

Huizinga¹

2015

Scientific Investigations Report

Self Cite

View full text Add to dashboard Cite

FLOW Front cover. Bathymetry and vertically averaged velocities of the Mississippi River channel in the vicinity of structure A1700 on Interstate 155 near Caruthersville, Missouri, on June 11, 2014. Back cover. Top: Shaded triangulated irregular network (TIN) visualization of the channel bed and A, left (southeast) side and B, right (northwest) side of main channel pier 20 of structure A1700 on Interstate 155 over the Mississippi River near Caruthersville, Missouri. Bottom: The U.S. Geological Survey boat returning from the bathymetric and velocimetric survey at structure A1700 on Interstate 155 over the Mississippi River near Caruthersville, Missouri, on June 11, 2014.

show abstract

Section: Patch Testssupporting

confidence: 89%

Section: Description Of Equipmentmentioning

confidence: 99%

Section: Uncertainty Estimationmentioning

confidence: 99%

See 1 more Smart Citation

Bathymetric and velocimetric surveys at highway bridges crossing the Missouri and Mississippi Rivers on the periphery of Missouri, June 2014

Huizinga¹

2015

Scientific Investigations Report

Self Cite

View full text Add to dashboard Cite

show abstract

“…Such information can be used to determine water-supply availability, reservoir sedimentation rates and projected lifespans, and the spatial distribution of selected aquatic habitat. (Huizinga, 2014).…”

Section: Lake Surveys and Volume Calculationsmentioning

confidence: 99%

Hydrographic surveys of rivers and lakes using a multibeam echosounder mapping system

Huizinga¹,

Heimann²

2018

Fact Sheet

Self Cite

View full text Add to dashboard Cite

“…2) using a high-resolution multibeam mapping system (MBMS). The various components of the MBMS used for this study are described in more detail in reports about studies on the Missouri and Mississippi Rivers in Missouri (for example, see Huizinga, 2010Huizinga, , 2017Huizinga and others, 2010) and for the City of Cameron water supply lakes (Huizinga, 2014). The survey methods used to obtain the data for Clearwater Lake were similar to these other studies, as were the methods used to ensure data quality.…”

Section: Bathymetric Data Collectionmentioning

confidence: 99%

Bathymetric contour map, surface area and capacity table, and bathymetric difference map for Clearwater Lake near Piedmont, Missouri, 2017

Richards¹,

Huizinga²

2018

Scientific Investigations Map

Self Cite

View full text Add to dashboard Cite

Clearwater Lake, on the Black River near Piedmont in Reynolds County, Missouri, (fig. 1) was constructed in 1948 and is operated by the U.S. Army Corps of Engineers (USACE) for flood-risk reduction, recreation, and fish and wildlife habitat (U.S. Army Corps of Engineers, [n.d.]). The lake area is about 1,800 acres with about 34 miles of shoreline at the conservation pool elevation of 498 feet (ft). Since the completion of the lake in 1948, sedimentation likely has caused the storage capacity of the lake to decrease gradually. The loss of storage capacity can decrease the effectiveness of the lake to mitigate flooding, and excessive sediment accumulation also can reduce aquatic habitat in some areas of the lake. Many lakes operated by the USACE have periodic bathymetric and sediment surveys to monitor the status of the lake. The U.S. Geological Survey completed one such survey of Clearwater Lake in 2008 during a period of high lake level using bathymetric surveying equipment consisting of a multibeam echosounder (MBES), a singlebeam echosounder, 1/3 arc-second National Elevation Dataset data (used outside the MBES survey extent; https://nationalmap. gov/elevation.html), and the waterline derived from 2008 aerial light detection and ranging (lidar) data (Richards, 2013). In May 2017, the U.S. Geological Survey, in cooperation with the USACE, surveyed the bathymetry of Clearwater Lake to prepare an updated bathymetric map and a surface area and capacity table. The 2008 survey was contrasted with the 2017 survey to document the changes in the bathymetric surface of the lake. Methods A bathymetric survey was done from May 3 to 11, 2017, at Clearwater Lake using similar methods to the previous survey completed in 2008 (Richards, 2013). The average water-surface elevation of the lake during the 2017 survey was 559.77 ft. A bathymetric surface, a bathymetric contour map, and a difference map were created from the survey data.

show abstract

Bathymetric surveys and area/capacity tables of water-supply reservoirs for the city of Cameron, Missouri, July 2013

Cited by 5 publications

References 5 publications

Bathymetric and velocimetric surveys at highway bridges crossing the Missouri and Mississippi Rivers on the periphery of Missouri, June 2014

Bathymetric and velocimetric surveys at highway bridges crossing the Missouri and Mississippi Rivers on the periphery of Missouri, June 2014

Hydrographic surveys of rivers and lakes using a multibeam echosounder mapping system

Bathymetric contour map, surface area and capacity table, and bathymetric difference map for Clearwater Lake near Piedmont, Missouri, 2017

Contact Info

Product

Resources

About