Bathymetry Data Collection for Subaqueous Soil Mapping. Maggie Payne 2 nd National Workshop on Subaqueous Soils Rhode Island August 9-12, 2010

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Bathymetry Data Collection for Subaqueous Soil Mapping Maggie Payne 2 nd National Workshop on Subaqueous Soils Rhode Island August 9-12, 2010

Overview of Method Collect tide data Collect bathymetry data in tracks Correct to a vertical datum (NAVD88) Correct bathymetry data to tides Export as a point file (x,y,z data)

Tidal Datums Mean Sea Level (MSL) The arithmetic mean of hourly heights observed over the National Tidal Datum Epoch (19 yrs). Shorter series are specified in the name; e.g. monthly mean sea level and yearly mean sea level. Mean Lower Low Water (MLLW) The average of the lower low water height of each tidal day observed over the National Tidal Datum Epoch.

Elevation Datums Mean Sea Level (MSL) Topo maps Mean Lower Low Water (MLLW) Navigation charts North American Vertical Datum 1988 (NAVD88) Lidar, RTK GPS Navigation Charts: Relative to MLLW Missing topography/ bathymetry data Topo maps: Relative to MSL NAVD88: 2.05 ft MSL: 1.74 ft (1983-2001) MLLW: 0.00 ft

Our Problem: Tidal Range = 2.5 feet Tidal Range = 3 feet Tidal Range = 8 inches MLLW datum is different for each coastal pond. This creates a confusing set of data if presented all together.

NAVD88 Seamless topo/bathy Same datum from one water body to the next BUT Maps NOT used for navigation 0 feet NAVD88 0 feet MSL Does not necessarily indicate intertidal above 0 ft. The general public does not understand NAVD88, most understand mean sea level Depending on your user you may want to provide a map in MSL or MLLW as well Inland and freshwater areas will need to be tied to an average water level

1. Tides Set tide gauges during the time of bathymetry data collection Be sure gauge will be underwater through the entire tidal cycle Measure elevation of tide gauges to tie into NAVD88 datum Multiple tide gauges may be necessary depending on size and shape of water body No more than 1 mile apart One month of tidal data is beneficial to determine MSL and MLLW for the area Some tide gauges require barometric pressure correction

Stone Cove 120 100 29 80 27 cm 60 40 20 0 25 23 21 degrees c -20-40 -60 19 17-80 tide level NAVD88 (cm) 15 1 656 1311 1966 2621 3276 3931 4586 5241 5896 6551 7206 7861 8516 9171 9826 10481 temp

Tide elevation above zero NAVD88 = 2+(-1) = 1 At 10:00, water depth beneath boat = 8 1 = 7 feet below zero NAVD88 10:00 am tide gauge reading = 2 ft fathometer reading = 8 ft Zero elevation NAVD88 Tide gauge elevation = -1 ft

Tide elevation below zero NAVD88 = 0.5+(-1) = -0.5 At 3:00, water depth beneath boat = 8 (-0.5) = 8.5 feet below zero NAVD88 3:00 pm tide gauge reading = 0.5 ft fathometer reading = 8 ft Zero elevation NAVD88 Tide gauge elevation = -1 ft

2. Bathymetry data collection Sounder or Chartplotter with GPS and data recording/transferring capabilities Record depth every 5-10 seconds Travel at 4-6 mph Criss-cross pattern

Verify water depth manually and determine draft or offset Preferably at data collection speed and weighted with the data collection personnel

Vegetation Submerged aquatic vegetation (SAV) interferes with acoustic depth measurements If annual vegetation, perform data collection in winter months when growth is minimal If persistent, manual measurements are necessary

Data Download Bathymetry track lines Mapsource software for Garmin Tide gauge data Levelogger software for Levelogger and barrologger Tide gauge elevation RTK download 120 100 cm 80 60 40 20 0-20 -40-60 Stone Cove 29 27 25 degrees c 23 21 19 17-80 15 tide level 1 656131 196626213276393145865241589 65517206786185169171982610481 NAVD88

Correct tide data to NAVD88 time tide gauge reading (ft) decimal time RTK tide gauge elevation total tide elevation (NAVD88) 11:19:03 2.31 11.32-0.693 1.617 11:25:03 2.47 11.42-0.693 1.777 11:31:03 2.5 11.52-0.693 1.807 11:37:03 2.5 11.62-0.693 1.807 11:43:03 2.56 11.72-0.693 1.867 11:49:03 2.51 11.82-0.693 1.817 11:55:03 2.49 11.92-0.693 1.797 12:01:03 2.51 12.02-0.693 1.817 12:07:03 2.51 12.12-0.693 1.817 12:13:03 2.49 12.22-0.693 1.797

time tide gauge reading (ft) decimal time RTK tide gauge elevation total tide elevation (NAVD88) 11:19:03 2.31 11.32-0.693 1.617 11:25:03 2.47 11.42-0.693 1.777 11:31:03 2.5 11.52-0.693 1.807 11:37:03 2.5 11.62-0.693 1.807 Tide elevation = 1.617 ft NAVD88 (2.31 + -0.693) 11:43:03 2.56 11.72-0.693 1.867 11:49:03 2.51 11.82-0.693 1.817 11:55:03 2.49 11.92-0.693 1.797 12:01:03 2.51 12.02-0.693 1.817 2.31 ft = tide gauge reading Pressure sensor elevation = -0.693 ft NAVD88 12:07:03 2.51 12.12-0.693 1.817 12:13:03 2.49 12.22-0.693 1.797

Graph corrected tide data Convert times for tide gauges and mapping depths to decimal hours using equation (time-int(time))*24=decimal time. Graph the decimal time and the water depth from the corrected tide gauge information as an x-y graph. Add a trendline and get the equation. Wickford Tides 7/11/05 2 1.8 1.6 Feet (NAVD88) 1.4 1.2 1 0.8 0.6 0.4 0.2 y = -0.2136x 2 + 5.177x - 29.52 R 2 = 0.988 0 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 Decimal Time

Correct tracklog data for tide Use the equation of the trendline and plug in decimal times of each depth reading from the Garmin. This will give you the approximate tide height above or below zero at that time. Subtract this correction number from the depth reading from the Garmin. This should give you the corrected depth readings. Wickford Tides 7/11/05 2 1.8 1.6 Feet (NAVD88) 1.4 1.2 1 0.8 0.6 0.4 0.2 y = -0.2136x 2 + 5.177x - 29.52 R 2 = 0.988 0 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 Decimal Time

Y_PROJ X_PROJ depth reading (ft) Date Decimal time tide correction equation = tide elevation at each time y = - 0.2136x2 + 5.177x - 29.52 correct depth y = depth reading - tide correction 179313 343306 17.16 7/11/2005 11.11 1.630 15.53 179244 343355 17.78 7/11/2005 11.11 1.631 16.15 179173 343401 17.68 7/11/2005 11.11 1.633 16.05 179064 343433 16.63 7/11/2005 11.12 1.635 14.99 178412 342965 4.82 7/11/2005 11.50 1.768 3.05 178446 342960 5.48 7/11/2005 11.51 1.769 3.71 178474 342983 6.46 7/11/2005 11.51 1.770 4.69

Other methods Hypack software Direct connection of fathometer to RTK Multibeam fathometer Survey using total station

No tides, but be aware of water fluctuations seasonally Determine a vertical datum that would work for you (NAVD88 might not be your answer) Freshwater

Questions?