Lesson 1.3

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1
What is the purpose of the seven basic operations of hydrographic surveying?
To turn a survey requirement into a usable map.
2
What are the seven basic operations of hydrographic surveying?
Reconnaissance; planning and preparation; horizontal control; vertical control; topographic survey; hydrographic survey; and map preparation.
3
What is reconnaissance?
The preliminary inspection of the survey area before mobilization.
4
How can reconnaissance be conducted?
By land, water, imagery, or other available means.
5
What should be checked regarding reference marks during reconnaissance?
Existing monuments and possible locations for new control.
6
What should be identified for a water-level station?
A stable, accessible, and representative gauge site.
7
What should be checked regarding access and routes?
Launch points, traverse routes, navigation constraints, and permits.
8
What hazards and conditions should be noted during reconnaissance?
Obstructions, traffic, currents, exposure, communications, and security.
9
What existing information should be reviewed during reconnaissance?
Prior surveys, charts, base maps, imagery, and local knowledge.
10
What does feasibility mean during reconnaissance?
Confirming that the intended method, vessel, schedule, and coverage are realistic.
11
What are the six planning questions in hydrographic surveying?
Purpose, extent, method, resources, schedule, and risk.
12
What should be determined under the planning question “Purpose”?
What the client will decide and what accuracy or standard applies.
13
What should be determined under “Extent”?
The limits, depth range, access points, and priority areas.
14
What should be determined under “Method”?
How positions, depths, water levels, shoreline, and features will be measured.
15
What should be determined under “Resources”?
The vessel, sensors, software, personnel, permits, and support work needed.
16
What should be determined under “Schedule”?
The tides, weather, traffic, daylight, and mobilization constraints controlling timing.
17
What should be determined under “Risk”?
What can cause unsafe work, data failure, delay, or cost overrun and what the fallback will be.
18
What question does horizontal control answer?
“Where is the sounding?”
19
What does horizontal control define?
The coordinate reference framework.
20
What does horizontal control relate?
Shoreline, hazards, vessel tracks, and depths.
21
What does horizontal control support?
Checks against known or independent positions.
22
What question does vertical control answer?
“Relative to what level?”
23
What does vertical control reference?
Water-surface elevation and reduced depth.
24
What does vertical control connect?
Water-level observations to benchmarks.
25
Why is vertical control important?
It enables consistent comparison across time and surveys.
26
What happens if horizontal and vertical controls are missing?
A depth value may be precise but located or referenced incorrectly.
27
What is the purpose of a topographic survey in hydrographic work?
To map the adjacent land-water interface.
28
What features are included in a topographic survey?
Shoreline and banks, wharves, bridges and structures, aids to navigation, landmarks, and terrain needed for a continuous surface.
29
What is the purpose of a hydrographic survey?
To measure the bottom and submerged features.
30
What should be done for each hydrographic observation?
Its position should be fixed.
31
What is acquired during a hydrographic survey?
Depths along planned coverage.
32
What should a hydrographic survey detect?
Hazards and significant features.
33
What additional observations or corrections may be required?
Water level, motion, sound speed, or other corrections required by the method.
34
What does the quality of observations depend on?
Both their accuracy and density.
35
What is required of the survey platform?
A seaworthy vessel or suitable craft, stable mounting, and safe working space.
36
What positioning equipment may be used?
GNSS or another method configured to the required reference system.
37
What depth sensors may be used?
Sounding pole, lead line, single-beam, multibeam, lidar, or another suitable technique.
38
What ancillary sensors may be required?
Water level, sound speed, motion, heading, draft, and time synchronization sensors.
39
What checks should be performed during acquisition?
Offsets, calibration, comparison measurements, crosslines, coverage, and daily review.
40
What backups should be prepared?
Spare power, storage, cables, field records, alternate instruments, and a recovery plan.
41
Why should instruments be calibrated before errors become expensive?
To identify and prevent errors while reacquisition is still possible.
42
What is the first step in data processing?
Ingest.
43
What is done during ingest?
Raw data, logs, calibration records, and metadata are preserved.
44
What is done during the correction stage?
Position, water level, draft, sound speed, motion, timing, and datum corrections are applied as applicable.
45
What is the purpose of cleaning hydrographic data?
To review outliers and artifacts without deleting valid shoals or significant features.
46
What is checked during verification?
Coverage, overlaps, crosslines, uncertainty, feature detection, and consistency.
47
What can be built from processed hydrographic data?
Soundings, surfaces, contours, charts, profiles, volumes, and reports appropriate to the purpose.
48
What should be archived after processing?
Source data, processed results, metadata, quality evidence, and limitations.
49
Why is a clean-looking surface not enough to prove survey quality?
Because the survey must also be quality-controlled.
50
What should be checked during daily review?
Weather, vessel, crew, and sensors.
51
What should be tested during daily review?
Offsets, calibration, and communications.
52
What should be acquired during field operations?
Planned lines and required features.
53
What should be reviewed after acquisition?
Coverage, corrections, crosslines, and anomalies.
54
What decisions can be made after daily review?
Accept, investigate, or reacquire.
55
What question should the team ask before demobilizing?
Could the collected data prove that the survey requirement was met?
56
In the bridge-design river example, what should reconnaissance identify?
Benchmarks, access, a safe launch site, obstructions, flow conditions, and permits.
57
What should be established during planning for the bridge-design survey?
Limits, required sections or coverage, accuracy, crew, method, schedule, and contingencies.
58
What control is established for the bridge-design survey?
Coordinate and vertical references linked to the project datum.
59
What should be acquired at the bridge crossing?
Banks and structures, positioned depths, and relevant water-level observations.
60
What should be checked and delivered for the bridge-design survey?
Coverage and consistency, followed by bathymetry, profiles, sections, metadata, and a report.
61
What is the overall hydrographic surveying workflow?
Plan, control, measure, verify, and deliver.
62
What is the purpose of the planning stage?
To define the decision and survey requirement.
63
What is the purpose of the control stage?
To reference every observation correctly.
64
What is the purpose of the measurement stage?
To acquire complete, calibrated, and traceable data.
65
What is the purpose of the verification stage?
To demonstrate coverage, consistency, and uncertainty.
66
What is the purpose of the delivery stage?
To communicate results, metadata, and limitations.
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