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    Single-Beam vs Multibeam Bathymetry: Choosing the Right Depth Survey

    On our hydrographic jobs the depth survey method is a budget and a risk decision before it is a technical one. Here is how we choose between single-beam and multibeam echo sounders, how IHO S-44 accuracy orders shape the call, and where each one earns its place on the water.

    The method is a risk decision before it is a technical one

    When a client asks us to "survey the bottom", the first question we ask back is not which sonar — it is what has to be true about the result. Do you need a depth map, or do you need proof that nothing was missed between our lines? Are we monitoring a slowly silting reservoir, or computing a dredging volume that someone is going to be paid against? Those answers decide whether a single-beam echo sounder is honest enough for the job, or whether only a multibeam swath will do.

    On our water jobs we run both classes of sounder, and we have learned the hard way that the cheaper instrument is not the cheaper project if it forces a re-survey. This article is how we actually choose between them, framed around the standard every serious hydrographic deliverable is measured against — IHO S-44.

    Single-beam vs multibeam at a glance

    CriterionSingle-beam (SBES)Multibeam (MBES)
    Bottom coverageA line of points along track; gaps interpolatedContinuous swath — near-full coverage
    Feature detectionMisses objects between linesDetects small isolated features
    Day rate / mobilisationLow — small boat, light kitHigher — sonar head, motion sensor, processing
    Best for shallow narrow waterStrong — canals, small reservoirsPossible but often overkill
    Volume / dredging certaintyInterpolation error between linesSurface-based, defensible volumes
    Processing effortLightHeavy — clean, filter, grid

    Two valid tools for different problems — not a better-vs-worse contest. Highlight marks the stronger fit per row.

    How the two sounders actually see the bottom

    A single-beam echo sounder (SBES) fires one narrow pulse straight down and times the echo. You get one depth directly beneath the transducer, repeated as the boat moves. Everything between your survey lines is interpolation — an educated guess. Run lines close enough and the guess is fine for a smooth canal bed; run them sparse over a rocky bottom and you can sail straight over an obstruction without ever knowing it was there.

    A multibeam echo sounder (MBES) fans out dozens to hundreds of beams across-track, painting a continuous swath of the bottom in one pass. Overlap the swaths line-to-line and you get true full-bottom coverage — the basis for feature detection and for volumes you can stand behind. The price you pay is complexity: a multibeam needs a motion-reference unit, an accurate sound-velocity profile, precise GNSS heading, and a disciplined patch test to resolve the angular offsets between the sonar, the motion sensor, and the positioning. Skip any of those and the swath edges curl into artefacts.

    Let IHO S-44 drive the method

    Per IHO S-44, every hydrographic survey targets an accuracy order with explicit limits on total horizontal and vertical uncertainty, plus a feature-detection and bottom-coverage requirement. The stricter orders (Special / Exclusive) effectively require full-coverage multibeam, because a line-spaced single-beam survey cannot prove that a small feature between lines was not missed. We confirm the required order — from the client, the port, or the maritime authority — before we mobilise, then design a sounder and line plan that can demonstrably meet it.

    IHO S-44 orders and the method that typically fits

    S-44 order (typical use)Coverage expectationPractical method fit
    Exclusive / Special (harbours, critical underkeel)Full bottom coverage + small-feature detectionMultibeam (full-coverage)
    Order 1a (areas where features are a concern)Full coverage / high feature searchMultibeam, sometimes SBES + side-scan
    Order 1b (features not expected to be a hazard)Coverage by line spacing; no full searchSingle-beam often sufficient
    Order 2 (deep / low-risk water)Lower coverage densitySingle-beam, wider line spacing

    Indicative mapping only — read the current S-44 edition for the exact uncertainty limits and coverage wording. · Order definitions and coverage concepts per IHO S-44. Use the governing edition for binding limits.

    Bottom coverage by method (illustrative)

    Why feature detection drives the choice: single-beam samples a fraction of the bottom; multibeam approaches full coverage. · Illustrative figures for comparison only — actual single-beam coverage depends on line spacing, depth, and beam width; not a measured GeoGiza statistic.

    Calibration is part of the method, not an extra

    Whichever sounder you run, the result lives or dies on sound-velocity profiling, tide / water-level reduction to a known datum, and — for multibeam — a clean patch test for roll, pitch, yaw, and timing latency. A well-calibrated single-beam beats a sloppy multibeam every time. We schedule calibration as a named line item, not a box to tick at the end.

    How we run a bathymetric survey

    1. 1

      Confirm the deliverable and the required IHO S-44 order, then pick single-beam or multibeam to match.

    2. 2

      Plan survey lines (or swath overlap), tide stations, and the vertical datum the depths reduce to.

    3. 3

      Mobilise: mount the transducer, motion sensor, and GNSS; check offsets and lever arms.

    4. 4

      Calibrate: take a sound-velocity profile and run a patch test for multibeam before logging data.

    5. 5

      Acquire on plan, watching real-time coverage and helmsman line-keeping against the line plan.

    6. 6

      Reduce and clean: apply tide/SVP corrections, filter outliers, and grid to a surface.

    7. 7

      QC against the order's uncertainty limits, then deliver the depth model, contours, and volumes.

    The sonar class we field for depth work

    GeoGiza hydrographic crew on shore with marine survey equipmentFrom our field work

    Sonar & hydrographic

    Single-beam echo sounders and survey vessels for bathymetric and hydrographic surveys.

    single-beam echo sounders

    Single-beam echo sounders from our 90-instrument fleet, paired with GNSS positioning and motion sensing on the survey boat.

    Take it further

    References

    1. IHO S-44 — Standards for Hydrographic SurveysInternational Hydrographic Organization (IHO)
    2. International Federation of Surveyors publications on professional and cadastral standardsInternational Federation of Surveyors (FIG)

    Frequently asked questions

    When is single-beam good enough instead of multibeam?

    When the deliverable is a depth grid or contour set at a relaxed accuracy order (typically IHO S-44 Order 1b or 2), the bottom is reasonably smooth, and there is no requirement to detect isolated obstructions or guarantee full bottom coverage. Irrigation canals, farm reservoirs, and routine cross-section monitoring are classic single-beam jobs. The moment the spec demands feature detection or volume certainty, we move to multibeam.

    How does IHO S-44 decide which sounder we use?

    S-44 sets a target accuracy order with limits on total vertical and horizontal uncertainty and, critically, a feature-detection and bottom-coverage requirement. The stricter orders effectively mandate full-coverage multibeam because a single-beam track simply cannot guarantee that a small object between lines was not missed. We read the order the client (or the port/maritime authority) requires first, then pick the sounder and line plan that can actually meet it.

    Does the sounder choice matter more than calibration?

    No. A well-calibrated single-beam will beat a sloppy multibeam every time. Sound-velocity profiling, tide/water-level reduction, motion-sensor alignment, and a clean patch test for multibeam are what turn raw pings into a defensible surface. We treat calibration as part of the method, not an afterthought.

    Part of: Field Methods

    1. 1Setting Out: Transferring Design Coordinates to the Ground with Millimetre Control
    2. 2التوقيع الميداني: نقل إحداثيات التصميم إلى الأرض بدقة مليمترية
    3. 3الرفع الطبوغرافي من الميدان إلى الكاد: كيف يسير المشروع من البداية للنهاية
    4. 4حساب أحجام الأعمال الترابية من بيانات المساحة: كيف نحسب الحفر والردم
    5. 5Topographic Survey, Field to CAD: How a Job Runs End-to-End
    6. 6Why Ground Control Points Make or Break Drone Photogrammetry
    7. 7لماذا تصنع نقاط التحكم الأرضية نجاح أو فشل المساحة التصويرية بالدرون
    8. 8Earthworks Volumes from Survey Data: How We Take Off Cut and Fill
    9. 9مساحة قطاع الطرق والطرق السريعة: شبكة تحكم الممر، المحور الهندسي، وأعمال الحفر والردم
    10. 10Surveying the Roads & Highways Sector: Corridor Control, Alignment, and Earthworks
    11. 11المسح ثلاثي الأبعاد إلى BIM للمنشآت القائمة: من مسح الليزر إلى نموذج IFC منسّق
    12. 12Scan-to-BIM for Existing Facilities: From Laser Scan to a Coordinated IFC Model
    13. 13استرجاع الحدود المساحية في مصر: تقرير ميداني عن استعادة العلامات والمراجع المساحية الرسمية
    14. 14Recovering Cadastral Boundaries in Egypt: A Field Report on Marker Recovery and ESA References
    15. 15As-Built Surveys: Verifying What Was Actually Built Against the Design
    16. 16الرفع التنفيذي (As-Built): التحقّق ممّا بُني فعلًا مقابل التصميم
    17. 17السبر الأحادي مقابل المتعدد الأشعة: كيف نختار المسح العمقي المناسب
    18. 18Single-Beam vs Multibeam Bathymetry: Choosing the Right Depth Survey
    19. 19Designing a Survey Control Network: RTK, Total Station, and the Accuracy Budget
    20. 20تصميم شبكة التحكّم المساحية: RTK والتوتال ستيشن وميزانية الدقة

    About the author

    G

    GeoGiza Survey Team

    · GeoGiza Surveyors & Engineers

    90 instruments · 3000+ delivered projects · 3000+ km of roads

    GeoGiza's surveying & geomatics team — field engineers and surveyors delivering topographic, cadastral, aerial, hydrographic, and laser-scanning work across a fleet of 90 instruments and a track record of 3000+ delivered projects. We write from the field, not from theory.

    Single-Beam vs Multibeam Bathymetry | IHO S-44 Guide | GeoGiza