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Shawn Mayr
Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Bathymetry and Technical Services
Senior Engineer
916-376-9664
3500 Industrial Blvd
West Sacramento
CA
95691
US
Shawn.Mayr@water.ca.gov
8am-5pm M-F
Call or email
To be determined.
2011-11-01T00:00:00
Call or email data request.
Feature Class
ArcGIS 10.2
XYZ Text file
ArcGIS 10.2
Enterprise Geodatabase Feature Class
ArcGIS 10.2
2012-02-29T00:00:00
Original
Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Bathymetry and Technical Support
Shawn Mayr
Senior Engineer
3500 Industrial Blvd
West Sacramento
California
95691
Shawn.Mayr@water.ca.gov
United States of America
916-376-9664
Call or email data request
vector digital data
DWR NCRO Delta Bathymetry
Miner Slough / Sacramento Deep Water Ship Channel, January 2012
20120229
i06_Bathy_NCRO_20120229_MinerSlough
<DIV STYLE="text-align:Left;"><DIV><DIV><P STYLE="margin:0 0 14 0;"><SPAN>The California Department of Water Resources (CA-DWR), North Central Region Office (NCRO), Bathymetry and Technical Support Section, conducted a bathymetric survey at the request of the CA-DWR Division of Environmental Services. The project area is: Miner Slough downstream of HWY-84 and in the Sacramento Deep Water Ship Channel south of Arrowhead Harbor. The purpose of the project is to provide high resolution, accurate bathymetry data for hydraulic models of the Prospect Island area. These models will aid in the selection of alternatives to create beneficial wetlands on the island. The data will also be used to support seepage analyses on neighboring islands. Field work was conducted in January and February of 2012 using RTK GPS and sonar technology. Single beam sonar with RTK GPS was used to supplement a multibeam sonar survey where the channel was inaccessible by our multibeam collection platform. This dataset contains single beam bathymetry only. The multibeam data exists as its own file associated with this dataset. </SPAN></P><P><SPAN>• Horizontal Units: US Foot</SPAN></P><P><SPAN>• Vertical Units: US Foot</SPAN></P></DIV></DIV></DIV>
This bathymetric dataset is intended to be used as a base component of studies of the Sacramento-San Joaquin Delta. The associated data are considered DWR enterprise GIS data, which meet all appropriate requirements of the DWR Spatial Data Standards, specifically the DWR Spatial Data Standard version 3.1, dated September 11, 2019. DWR makes no warranties or guarantees — either expressed or implied — as to the completeness, accuracy, or correctness of the data. DWR neither accepts nor assumes liability arising from or for any incorrect, incomplete, or misleading subject data. Comments, problems, improvements, updates, or suggestions should be forwarded to GIS@water.ca.gov.
California Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Bathymetry and Technical Support.
Shawn Mayr
DWR
Senior Engineer
3500 Industrial Blvd.
West Sacramento
California
95691
Shawn.Mayr@water.ca.gov
US
916-376-9664
8 - 5 pm weekdays
Call or Email.
withheld
An image demonstrating the data extent.
BMP
Sacramento - San Joaquin Delta
Miner Slough
Sacramento Deep Water Ship Channel
Rio Vista, CA
January 2012
February 2012
ISO 006
ISO 19115 Topic Categories
Inland Waters
Elevation
Bathymetry
Single Beam
Elevation
Inland Waters
Bathymetry
Sacramento - San Joaquin Delta
Miner Slough
Sacramento Deep Water Ship Channel
January
February
2012
Rio Vista
CA
Miner Slough downstream of HWY-84 and in the Sacramento Deep Water Ship Channel south of Arrowhead Harbor
0
2012-01-05T00:00:00
2012-02-16T00:00:00
-16.64
4.75
Equipment and Methodology
NCRO's single beam bathymetry and positioning systems are composed of the following items:
Single Beam Sonar Bathymetry System:
• Odom Hydrotrac II HT97001 singlebeam sounder – 340kHz
• G3 1966CC Vessel
SonarMite Single Beam Bathymetry System:
• Ohmex Instrumentation Sonarmite v3 singlebeam sounder
• Tarpon120 Kayak
RTK Positioning System:
• Trimble R-8 GNSS GPS Real Time Kinematic (RTK) positioning system
• Trimble Trimark 3 Radio Modem
• Trimble TSC2 Controller
The single beam and SonarMite systems were utilized in shallow water areas that the multibeam system could not access or safely navigate. The single beam systems were used extensively near the water's edge on the Sacramento Deep Water Ship Channel; the SonarMite system was used to gather bathymetry on the water's edge while the single beam sonar system gathered bathymetry at 50' intervals between the SonarMite and multibeam data. The use of all three bathymetry systems allowed NCRO to maximize the strengths of each system to develop a detailed and complete bathymetry dataset of the Miner Slough area. Data were processed, exported as XYZ text files, and imported as point feature classes in a geodatabase using ArcGIS 10. Data were tied into the NAVD 88 and NAD83 datums by setting temporary control throughout the study area which were observed via the following DWR control network benchmarks: Miner Reset, Sutter Reset, B 474, and Ryer. ****Data from the Multibeam system exists not on this file, but on its own feature class/text file. This is the single beam data only.****
Singlebeam Processing Overview
Single beam processing is performed using the Single Beam Editor in the Hypack Hydrographic Survey software (Hypack). First, the survey parameters are entered in the "Read Parameters" dialog box and applied to the data collected during the survey. Read parameters include information about: sound velocity, instrumentation coordination and settings, instrumentation offsets, data sorting, and RTK tide values. Once the parameters are applied to the raw data, each survey line is examined individually for erroneous data or abnormalities. Survey lines are saved into an "Edited" folder in Hypack after erroneous data is deleted. Then, all of the edited survey lines are opened together in Single Beam Editor and the correct "Read Parameters" are confirmed. All single beam survey data is exported as an XYZ text file and imported into Microsoft Access (Access) and the data is reviewed again for proper positional extents. The Access table is imported into ESRI ArcMap as a point feature class and reviewed for positional consistency and accuracy. If any inconsistencies exist, the raw data is extensively examined in Hypack Single Beam Editor and the inconsistency is resolved. The data is then re-exported as a text file and imported back into ArcMap and reviewed. The final data consistency review process involves a comparison of the multibeam bathymetry and single beam bathymetry where overlap exists. If there is any inconsistency between the datasets, each is re-evaluated in Hypack. Once the single beam dataset passes the review process, a final XYZ text file and point feature class is exported and metadata is applied.
Shawn Mayr
Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Bathymetry and Technical Support
Senior Engineer
3500 Industrial Blvd.
West Sacramento
Ca
95691
Shawn.Mayr@water.ca.gov
US
916-376-9664
8-5pm weekdays
Call or Email
Esri ArcGIS 13.5.2.57366
1
-121.677052
-121.642442
38.296792
38.230929
The associated data are considered DWR enterprise GIS data, which meet all appropriate requirements of the DWR Spatial Data Standards, specifically the DWR Spatial Data Standard version 3.1, dated September 11, 2019.
DWR makes no warranties or guarantees — either expressed or implied — as to the completeness, accuracy, or correctness of the data. DWR neither accepts nor assumes liability arising from or for any incorrect, incomplete, or misleading subject data.
The official DWR GIS steward for this data set is Lillian Hayden, who may be contacted at 916-376-1979, or at lillian.hayden@water.ca.gov. Comments, problems, improvements, updates, or suggestions should be forwarded to the official GIS steward as available and appropriate.
<DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>Not for use as a navigation aid. The data reflects measurements taken at specific time periods and the Department of Water Resources makes no claim as to the current state of these waterways. Do not share or publish this data without including proper attribution.</SPAN></P><P><SPAN /></P></DIV></DIV></DIV>
These data were collected using advanced Single Beam Sonar and Real Time Kinematic (RTK) GPS technologies. They are believed to be logically consistent.
Visual reviews were conducted and data were reviewed in ArcGIS software packages.
1
NA
2014-01-06T00:00:00
Elevations are generally believed to be characteristic of the channel bed; however, in some heavily vegetated areas, these data may be more indicative of the elevation of the submerged vegetation, rather than the “bare earth” surface. In deeper areas with low visibility, this discrepancy may not be immediately apparent. “Noisy” patterns in the data are investigated during data processing using Hypack Software. These patterns may signify dense submerged vegetation and are typically filtered.
Ground truth measurements were taken each day of the survey to verify that the positioning and sonar instrumentation were functioning properly.
Single beam processing is performed using the Single Beam Editor in the Hypack Hydrographic Survey software (Hypack). First, the survey parameters are entered in the "Read Parameters" dialog box and applied to the data collected during the survey. Read parameters include information about: sound velocity, instrumentation coordination and settings, instrumentation offsets, data sorting, and RTK tide values. Once the parameters are applied to the raw data, each survey line is examined individually for erroneous data or abnormalities. Survey lines are saved into an "Edited" folder in Hypack after erroneous data is deleted. Then, all of the edited survey lines are opened together in Single Beam Editor and the correct "Read Parameters" are confirmed. All single beam survey data is exported as an XYZ text file and imported into Microsoft Access (Access) and the data is reviewed again for proper positional extents. The Access table is imported into ESRI ArcMap as a point feature class and reviewed for positional consistency and accuracy. If any inconsistencies exist, the raw data is extensively examined in Hypack Single Beam Editor and the inconsistency is resolved. The data is then re-exported as a text file and imported back into ArcMap and reviewed. The final data consistency review process involves a comparison of the multibeam bathymetry and single beam bathymetry where overlap exists. If there is any inconsistency between the datasets, each is re-evaluated in Hypack. Once the single beam dataset passes the review process, a final XYZ text file and point feature class is exported and metadata is applied.
1
None
2014-01-06T00:00:00
This is an original dataset created by the California Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Bathymetry and Technical Support Section.
Miner Slough and Sacramento Deep Water Ship Channel Bathymetry, Jan 2012
Original
Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Bathymetry and Technical Support
vector digital data
2014-01-10T00:00:00
This is an original dataset produced by the California Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Bathymetry and Technical Support Section.
This data set is comprised of elevation points collected using single beam sonar bathymetry equipment corrected with Real-Time Kinematic (RTK) GPS. Data are imported as point feature classes in a geodatabase using ArcGIS Desktop and reviewed for consistency. Further products and analyses are carried out upon request. Metadata are established and the data are stored.
2011-07-01T00:00:00
Scott Flory
Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Bathymetry and Technical Services
Environmental Scientist
916-376-9603
916-376-9676
3500 Industrial Blvd
West Sacramento
CA
95691
US
Scott.Flory@water.ca.gov
8-5pm M-F
Locational Quality: Determined to be no better than 1.5 feet horizontal. This statement has not been verified or approved by a licensed land surveyor.
Positional accuracy Assessment Method 1 was used.
m
10mm + 1 ppm RMS
RTK GPS was used to determine the position (XYZ) of the onboard GPS and sonar instrumentation. Positional accuracy of the RTK GPS base station was verified daily by observing known locations surrounding the study area.
Prior to every survey, DWR NCRO staff set up a base station RTK GPS on a DWR monument called Miner Reset. To verify that the base station GPS was set up and broadcasting correctly, NCRO staff measured the position of up to 5 previously established temporary benchmarks surrounding the study area using the positional information the base station was broadcasting. The observed values were compared with the established values and, if inconsistency was discovered, adjustments were made.
m
20mm + 1 ppm RMS, +/-0.025m (RMS)
During the survey, areas near the water's edge and areas of shallow water depth were occasionally occupied by aquatic vegetation. Dense aquatic vegetation interferes with the sounder's ability to record reliable bathymetric information. Therefore, in order to properly represent the bathymetry of the entire channel, elevation data in most areas of the channel occupied by dense aquatic vegetation were omitted from the final data set and appear as gaps in the data.
Raw sonarmite data is brought into ArcMap and compared against any overlapping multibeam data for an initial accuracy check. Outliers are also found using field notes to identify suspect areas and points which are then removed from the dataset.
1
NA
2014-01-06T00:00:00
EPSG
6.18.3(9.3.1.2)
False
False
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Amy Zuber
Department of Water Resources, Division of Integrated Regional Water Management, North Central Region Office, Bathymetry and Technical Support
Environmental Scientist
3500 Industrial Blvd
West Sacramento
CA
95691
Amy.Zuber@water.ca.gov
US
(916)376-1927
True
Amy Zuber
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