📘 DAY 15: MODULE 2 REVIEW & PRACTICAL EXERCISE

Recap of Sensors, Hardware, Vessel Integration & Hands‑On Task
Instructor: Engr. Rokib Hossain | River Engineering Solutions
🏠 Course Homepage

📚 Module 2 – What We Covered

Module 2 took you through the essential hardware and setup of a multibeam echosounder system, along with the critical calibration steps to ensure data quality. Topics included:

  • Day 7: SBES vs MBES – principles, coverage, applications.
  • Day 8: GNSS RTK vs PPK – real‑time vs post‑processed positioning.
  • Day 9: Offsets & IMU – lever arms, motion sensors, alignment.
  • Day 10: Survey Planning – line spacing, logistics, risk assessment.
  • Day 11: MBES Hardware – transducer, topside unit, cabling.
  • Day 12: Transducer Mounting & Alignment – pitch, roll, yaw mechanical setup.
  • Day 13: Patch Test (Part 1) – collecting roll, pitch, yaw, latency lines.
  • Day 14: Patch Test (Part 2) – processing and applying corrections.
📌 Module 2 objective: By now you should be able to select, install, calibrate, and operate a basic MBES system for hydrographic surveys.

🔑 Key Concepts Summary Table

ConceptKey Takeaway
Multibeam vs Single‑beamMBES gives swath coverage (100% bottom), SBES gives single point per ping.
RTK vs PPKRTK: real‑time corrections (needs radio/internet); PPK: post‑processed (no real‑time link, uses base station data).
Lever arm3D offset between GNSS antenna and transducer (X,Y,Z). Must be measured in the field.
IMU alignmentPitch, roll, yaw offsets between IMU and vessel axes. Refined by patch test.
Patch testCalibration to determine residual roll, pitch, yaw, latency errors.
LatencyTime delay between GNSS time stamp and sonar ping. Causes speed‑dependent position shift.
MBES System Block Diagram showing GNSS, IMU, Transducer, Topside Unit and data flow
Figure 1: MBES system block diagram – sensors, data flow, and integration.

🧠 Self‑Assessment Quiz (10 Questions)

Test your understanding of Module 2. Click each question to reveal the answer.

1. What is the main advantage of a multibeam echosounder over a single‑beam echosounder?

MBES provides a swath of depths (hundreds per ping) covering 100% of the seafloor between survey lines, while SBES gives only one depth per ping, leaving gaps.

2. What does RTK stand for and what is its primary requirement?

Real‑Time Kinematic. It requires a real‑time communication link (radio, NTRIP, or satellite) to receive corrections from a base station.

3. Name the four parameters determined by a patch test.

Roll offset, pitch offset, yaw (heading) offset, and latency (time delay).

4. Why is lever arm measurement important?

It translates the GNSS antenna position to the transducer's reference point. Incorrect lever arm causes horizontal and vertical positioning errors.

5. What type of seabed feature is ideal for roll calibration?

A slope that runs perpendicular to the survey line (i.e., depth changes across the swath).

6. What is the effect of a yaw misalignment on multibeam data?

It shifts outer beams laterally, causing "mustache" or "bowtie" patterns and horizontal positioning errors of targets.

7. How do you compute latency using a patch test?

Run two lines over the same target at two different speeds. The shift in target position between lines is proportional to latency.

8. What is the recommended order for processing patch test parameters?

Roll → pitch → yaw → latency (some software iterates).

9. Why should you perform a cross‑line check after applying patch test corrections?

To verify that the calibration is correct by comparing depths from main lines and a perpendicular line; residual differences should be within IHO tolerance.

10. What is the typical maximum baseline for RTK using UHF radio?

5–15 km, depending on antenna height, terrain, and radio power.
🎓 Tip: If you answered fewer than 7 correctly, review the past days (7–14) before moving on.

🛠️ Practical Exercise: Plan a Patch Test

Imagine you are a hydrographer tasked with calibrating a new MBES system on a 12‑m survey vessel. Your survey area has a sloping seabed (depth 15–20 m) and a small isolated rock (0.5 m diameter) near the centre. Write a step‑by‑step plan for collecting the patch test data, including:

  • Site selection and verification.
  • Lines to be run for each parameter (roll, pitch, yaw, latency).
  • Vessel speed, direction, and logging instructions.
  • Environmental checks (SVP, tide, noise).
  • Backup and documentation.

Write your plan in a text file or notebook. Then compare with the solution below.

Patch test line patterns – roll, pitch, yaw, and latency line configurations over seabed features
Figure 2: Typical patch test line patterns – roll, pitch, yaw, and latency lines.

Suggested Solution

  • Site selection: Use the sloping area (15–20 m) for roll and pitch lines; use the isolated rock for yaw and latency.
  • Roll line: Run one line perpendicular to the slope at 5 knots, maintain constant heading. Ensure the swath covers the slope.
  • Pitch lines: Run two lines in opposite directions over the same slope, at 5 knots, as close to the same track as possible.
  • Yaw lines: Run two opposite lines passing directly over the rock, at 5 knots, same direction as pitch lines.
  • Latency lines: Run two lines over the rock in the same direction at different speeds (e.g., 4 knots and 8 knots).
  • Before starting: Cast SVP, verify RTK fix, check noise (engine on/off).
  • Logging: Start logging 100 m before the feature and stop 100 m after. Record line numbers, times, and notes.
  • Backup: Copy raw data to two external drives after finishing.

💡 Exercise Solution & Discussion

The suggested solution above outlines a standard patch test. Some additional points:

  • For roll, a single line is sufficient if the slope is well defined and perpendicular. Some software also uses two lines in opposite directions to cancel pitch.
  • For pitch, opposite lines over the same slope are essential.
  • For yaw, the target should be small and well‑defined; use backscatter intensity to pinpoint its centre.
  • For latency, two speeds are needed. The rock must be visible in both passes.
  • Always run a short pre‑test line to ensure the features are detectable.
✅ If your plan was similar, you are ready for real‑world patch test data collection.

📋 Module 2 Completion Checklist

  • ✅ I understand the difference between SBES and MBES and when to use each.
  • ✅ I can explain RTK and PPK GNSS methods and their pros/cons.
  • ✅ I know how to measure lever arm offsets and why they are critical.
  • ✅ I understand the role of IMU and the effect of pitch/roll/yaw misalignment.
  • ✅ I can plan a hydrographic survey line spacing and logistics.
  • ✅ I can describe the components of an MBES system (transducer, topside, cabling).
  • ✅ I have practiced mechanical alignment of a transducer (or know the procedure).
  • ✅ I know how to collect patch test lines (roll, pitch, yaw, latency).
  • ✅ I understand how to process patch test data and apply corrections.
  • ✅ I have completed the self‑assessment quiz and practical exercise.
🖨️ Use the Print / Download PDF button to keep this checklist as proof of your progress.

❓ Frequently Asked Questions (Module 2)

🔹 Is the patch test mandatory for every MBES installation?
Yes, absolutely. Without a patch test, your multibeam data will contain systematic errors that cannot be removed in post‑processing. It is a non‑negotiable calibration step.
🔹 How long does it take to become proficient in MBES setup?
With dedicated practice, you can become comfortable in 2‑3 weeks. However, mastery of patch test interpretation may take several months of field experience.
🔹 What is the most common mistake in lever arm measurement?
Forgetting the sign convention (e.g., positive Z down vs up). Always verify with a simple test: move the vessel a known distance and see if the computed transducer position matches.
🔹 Can I use a cell phone as a motion sensor for MBES?
No. You need a professional IMU with dynamic accuracy of <0.05° for roll/pitch and <5 cm for heave. Phone sensors are not accurate enough for hydrographic standards.
🔹 What is the next module (Module 3) about?
Module 3 (Days 16–45) will cover data acquisition and software processing – including real‑time QC, data cleaning, surface generation, and volume calculations.

Engr. Rokib Hossain

Hydrographic Surveyor & Marine Engineer | 25+ years on Jamuna, Padma, Meghna | Expert in MBES calibration, river training, and hydrographic data processing.

🌐 Trusted External Resources

IHO Standards | NOAA Coast Survey | Hypack | QPS QINSy

✅ Next Steps & Internal Linking

🎯 What to Do Now

  • 📌 Step 1: Review any weak areas from the quiz.
  • 📌 Step 2: If you have access to MBES software, process a sample patch test dataset (many manufacturers provide demo data).
  • 📌 Step 3: Share your practical exercise plan in the comments below.
  • 📌 Step 4: Proceed to Day 16: Acquisition Software Introduction using the link below.
🔗 Internal linking note: Day 14 and Day 16 are correctly linked. This builds a strong internal network for SEO.