This document provides information about tides and tidal streams, including:
- The gravitational forces that cause tides from the Moon and Sun.
- How tides occur twice daily, with high and low waters approximately 6 hours and 10 minutes apart.
- How spring and neap tides occur depending on the Moon's position relative to the Earth and Sun.
- How to use Admiralty Tide Tables to calculate tide heights and depths at any location and time.
ECDIS: New standards & old underwater rocksLearnmarine
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The objective of this presentation is to show the basic concepts and the different ways it can be converted from sea energy to electric energy.
ECDIS: New standards & old underwater rocksLearnmarine
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Tidal Energy (Power) is that one transported by the tides currents in the ocean in form of mechanical energy.
The objective of this presentation is to show the basic concepts and the different ways it can be converted from sea energy to electric energy.
Alternative energy sources are renewable and are thought to be "free" energy sources. They all have lower carbon emissions, compared to conventional energy sources. These include Biomass Energy, Wind Energy, Solar Energy, Geothermal Energy, Hydroelectric Energy sources.
A motivational talk delivered during the Mathematics Awareness Month 2009 and introducing students to the science of hurricanes and how they may benefit from Mathematics to understand this phenomenon.
“Exploratory spatial analysis of illegal oil discharges detected off Canada’s Pacific Coast” Third International Workshop on "Geographical Analysis, Urban Modeling, Spatial Statistics"
Scenario modeling in hydrogeological risk involve a multidisciplinary approach in order to analyze, forecast and define the evolution of landslides and flood hazards. The first part of the work which focuses on the application of geology in engineering practice mainly for landslide evaluation and erosion evaluation.
Presentation on maneuvering and collision avoidance with special focus on large tonnage vessels.
Maneuverability limits and last moment maneuver are thoroughly shown in this material.
Assessment of Swan and Canning River Tidal and Storm Surge Water Levels - Ala...Stephen Flood
Assessment of Swan and Canning River Tidal and Storm Surge Water Levels - Alan Forster (URS).
Presented at the 2014 MIKE by DHI UK Symposium on 13th to 14th May 2014.
Essentials of Automations: Optimizing FME Workflows with ParametersSafe Software
Are you looking to streamline your workflows and boost your projects’ efficiency? Do you find yourself searching for ways to add flexibility and control over your FME workflows? If so, you’re in the right place.
Join us for an insightful dive into the world of FME parameters, a critical element in optimizing workflow efficiency. This webinar marks the beginning of our three-part “Essentials of Automation” series. This first webinar is designed to equip you with the knowledge and skills to utilize parameters effectively: enhancing the flexibility, maintainability, and user control of your FME projects.
Here’s what you’ll gain:
- Essentials of FME Parameters: Understand the pivotal role of parameters, including Reader/Writer, Transformer, User, and FME Flow categories. Discover how they are the key to unlocking automation and optimization within your workflows.
- Practical Applications in FME Form: Delve into key user parameter types including choice, connections, and file URLs. Allow users to control how a workflow runs, making your workflows more reusable. Learn to import values and deliver the best user experience for your workflows while enhancing accuracy.
- Optimization Strategies in FME Flow: Explore the creation and strategic deployment of parameters in FME Flow, including the use of deployment and geometry parameters, to maximize workflow efficiency.
- Pro Tips for Success: Gain insights on parameterizing connections and leveraging new features like Conditional Visibility for clarity and simplicity.
We’ll wrap up with a glimpse into future webinars, followed by a Q&A session to address your specific questions surrounding this topic.
Don’t miss this opportunity to elevate your FME expertise and drive your projects to new heights of efficiency.
Kubernetes & AI - Beauty and the Beast !?! @KCD Istanbul 2024Tobias Schneck
As AI technology is pushing into IT I was wondering myself, as an “infrastructure container kubernetes guy”, how get this fancy AI technology get managed from an infrastructure operational view? Is it possible to apply our lovely cloud native principals as well? What benefit’s both technologies could bring to each other?
Let me take this questions and provide you a short journey through existing deployment models and use cases for AI software. On practical examples, we discuss what cloud/on-premise strategy we may need for applying it to our own infrastructure to get it to work from an enterprise perspective. I want to give an overview about infrastructure requirements and technologies, what could be beneficial or limiting your AI use cases in an enterprise environment. An interactive Demo will give you some insides, what approaches I got already working for real.
Generating a custom Ruby SDK for your web service or Rails API using Smithyg2nightmarescribd
Have you ever wanted a Ruby client API to communicate with your web service? Smithy is a protocol-agnostic language for defining services and SDKs. Smithy Ruby is an implementation of Smithy that generates a Ruby SDK using a Smithy model. In this talk, we will explore Smithy and Smithy Ruby to learn how to generate custom feature-rich SDKs that can communicate with any web service, such as a Rails JSON API.
Software Delivery At the Speed of AI: Inflectra Invests In AI-Powered QualityInflectra
In this insightful webinar, Inflectra explores how artificial intelligence (AI) is transforming software development and testing. Discover how AI-powered tools are revolutionizing every stage of the software development lifecycle (SDLC), from design and prototyping to testing, deployment, and monitoring.
Learn about:
• The Future of Testing: How AI is shifting testing towards verification, analysis, and higher-level skills, while reducing repetitive tasks.
• Test Automation: How AI-powered test case generation, optimization, and self-healing tests are making testing more efficient and effective.
• Visual Testing: Explore the emerging capabilities of AI in visual testing and how it's set to revolutionize UI verification.
• Inflectra's AI Solutions: See demonstrations of Inflectra's cutting-edge AI tools like the ChatGPT plugin and Azure Open AI platform, designed to streamline your testing process.
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Key Trends Shaping the Future of Infrastructure.pdfCheryl Hung
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Cheryl Hung, ochery.com
Sr Director, Infrastructure Ecosystem, Arm.
The key trends across hardware, cloud and open-source; exploring how these areas are likely to mature and develop over the short and long-term, and then considering how organisations can position themselves to adapt and thrive.
GDG Cloud Southlake #33: Boule & Rebala: Effective AppSec in SDLC using Deplo...James Anderson
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After immersing yourself in the blue book and its red counterpart, attending DDD-focused conferences, and applying tactical patterns, you're left with a crucial question: How do I ensure my design is effective? Tactical patterns within Domain-Driven Design (DDD) serve as guiding principles for creating clear and manageable domain models. However, achieving success with these patterns requires additional guidance. Interestingly, we've observed that a set of constraints initially designed for training purposes remarkably aligns with effective pattern implementation, offering a more ‘mechanical’ approach. Let's explore together how Object Calisthenics can elevate the design of your tactical DDD patterns, offering concrete help for those venturing into DDD for the first time!
Elevating Tactical DDD Patterns Through Object Calisthenics
Tides and tidal streams 1 lrg
1. Grunt Productions 2006
Tides and TidalTides and Tidal
StreamsStreams
Using Admiralty TidalUsing Admiralty Tidal
PublicationsPublications
A brief by Lance GrindleyA brief by Lance Grindley
3. Grunt Productions 2006
NWC AssessmentNWC Assessment
Award of MCA certification is subject toAward of MCA certification is subject to
successful completion of writtensuccessful completion of written
examination in “Tides and Times”.examination in “Tides and Times”.
Criteria for evaluating competence -Criteria for evaluating competence -
“Calculations and measurement of“Calculations and measurement of
navigational information are accurate.”navigational information are accurate.”
Use Tide Tables to work out height ofUse Tide Tables to work out height of
tide at any place or time a chosentide at any place or time a chosen
height is achieved.height is achieved.
4. Grunt Productions 2006
Range of LessonRange of Lesson
Calculating heights and depths fromCalculating heights and depths from
levels and datums.levels and datums.
Calculating predicted heights for anyCalculating predicted heights for any
Standard Port (European and Non-Standard Port (European and Non-
European)European)
Calculating predicted heights forCalculating predicted heights for
European and Non-European SecondaryEuropean and Non-European Secondary
Ports (including Solent)Ports (including Solent)
Calculating tidal streams using tidalCalculating tidal streams using tidal
diamonds and Tidal Stream Atlasesdiamonds and Tidal Stream Atlases
8. Grunt Productions 2006
Tidal PeriodTidal Period
The Lunar Day lasts just under 25The Lunar Day lasts just under 25
hours.hours.
In each period of 24 hours there willIn each period of 24 hours there will
be two HW and two LW.be two HW and two LW.
Each HW and LW will occurEach HW and LW will occur
approximately 6 hours 10 minutesapproximately 6 hours 10 minutes
after each other.after each other.
The predicted times of HW and LW getThe predicted times of HW and LW get
progressively later each day by aboutprogressively later each day by about
one hour.one hour.
9. Grunt Productions 2006
The Sun-Moon SystemThe Sun-Moon System
New MoonNew Moon
Moon
Earth
Lunar Tide
Solar Tide
11. Grunt Productions 2006
The Sun-Moon SystemThe Sun-Moon System
First/Last QuarterFirst/Last Quarter
Moon
Earth
Moon
12. Grunt Productions 2006
Spring and Neap TidesSpring and Neap Tides
In each Lunar Month there will be a NewIn each Lunar Month there will be a New
Moon and a Full Moon.Moon and a Full Moon.
At this period the range will be aAt this period the range will be a
maximum range which is called a Springmaximum range which is called a Spring
Tide.Tide.
The Moon will also pass two period ofThe Moon will also pass two period of
quadrature and the range will be aquadrature and the range will be a
minimum which is called a Neap Tide.minimum which is called a Neap Tide.
Tides of this pattern are called Semi-Tides of this pattern are called Semi-
Diurnal Tides and occur throughout theDiurnal Tides and occur throughout the
Atlantic region.Atlantic region.
13. Grunt Productions 2006
Tidal PredictionTidal Prediction
Admiralty Tide Tables (4 volumes)Admiralty Tide Tables (4 volumes)
Volume 1 UK and Channel CoastVolume 1 UK and Channel Coast
Volume 2 European and AtlanticVolume 2 European and Atlantic
WatersWaters
Volume 3 Indian OceanVolume 3 Indian Ocean
Volume 4 Pacific Ocean.Volume 4 Pacific Ocean.
15. Grunt Productions 2006
Heights and DatumsHeights and Datums
All depths and drying heights areAll depths and drying heights are
measured from the Chart Datum.measured from the Chart Datum.
Chart Datum is usually set at LATChart Datum is usually set at LAT
Tidal levels LAT, MLWS, MLWN, MSL,Tidal levels LAT, MLWS, MLWN, MSL,
MHWN, MHWS and HAT are given asMHWN, MHWS and HAT are given as
heights above Chart Datum.heights above Chart Datum.
All heights are measured from MHWS.All heights are measured from MHWS.
25. Grunt Productions 2006
Max/min height of tideMax/min height of tide
Minimum HoTMinimum HoT = 6m+2m-4m == 6m+2m-4m = 44
metresmetres
Maximum HoTMaximum HoT = 24m+7m-= 24m+7m-
(22m+3m)(22m+3m)
31m - 25m =31m - 25m = 66
metresmetres
Height of tide must lie between 4Height of tide must lie between 4
and 6 metresand 6 metres
26. Grunt Productions 2006
The Tidal CurveThe Tidal Curve
Time
Height
of
Tide
Chart
Datum
HW
Predicted Height
LW
Range of
Tide
Duration
Rise of
Tide
LW
Interval
Height
of Tide
27. Grunt Productions 2006
Express Range as PercentageExpress Range as Percentage
Difference between the Mean NeapDifference between the Mean Neap
Range and the Mean Spring Range isRange and the Mean Spring Range is
100%.100%.
Any range can be expressed as aAny range can be expressed as a
percentage increase from the MNR.percentage increase from the MNR.
Example (Portsmouth) MSR 3.9m MNRExample (Portsmouth) MSR 3.9m MNR
1.9m1.9m
Difference of 2.0m represents 100%Difference of 2.0m represents 100%
SpringsSprings
Range of 3.0m is 3.0-1.9/2.0 =Range of 3.0m is 3.0-1.9/2.0 =
1.1/2.0 = 55%1.1/2.0 = 55%
28. Grunt Productions 2006
Hourly PredictionsHourly Predictions
Found in ATT Volume 1 Part 1aFound in ATT Volume 1 Part 1a
Eight ports are included:Eight ports are included:
Plymouth; Poole Harbour;Plymouth; Poole Harbour;
Southampton; Portsmouth;Southampton; Portsmouth;
Rosyth; Liverpool; Avonmouth;Rosyth; Liverpool; Avonmouth;
St. HelierSt. Helier
30. Grunt Productions 2006
PublicationsPublications
Admiralty Tide Tables Volume 1Admiralty Tide Tables Volume 1
(United Kingdom and Ireland)(United Kingdom and Ireland)
(Including European Channel Ports).(Including European Channel Ports).
Admiralty Tides Tables Volume 2Admiralty Tides Tables Volume 2
(Europe excluding United Kingdom(Europe excluding United Kingdom
and Ireland) Mediterranean Sea andand Ireland) Mediterranean Sea and
Atlantic Ocean.Atlantic Ocean.
Admiralty List of Radio SignalsAdmiralty List of Radio Signals
Volume 2 (Radio Time Signals).Volume 2 (Radio Time Signals).
31. Grunt Productions 2006
Standard PortsStandard Ports
List of ports inside front cover of ATT.List of ports inside front cover of ATT.
Predictions are given in thePredictions are given in the OfficialOfficial
Standard TimeStandard Time for the country. (Thisfor the country. (This
happens to be Universal Time in the Unitedhappens to be Universal Time in the United
Kingdom.)Kingdom.)
If necessary times must be adjusted forIf necessary times must be adjusted for
Daylight Saving Time (DST) usually oneDaylight Saving Time (DST) usually one
hour ahead of standard time.hour ahead of standard time.
First page of standard port predictions willFirst page of standard port predictions will
be the tidal curve unique to that port.be the tidal curve unique to that port.
34. Grunt Productions 2006
Tidal Prediction FormTidal Prediction Form
STANDARD PORT……………………TIME/HEIGHT REQUIRED…………
SECONDARY PORT…………………..DATE…..……….TIME ZONE……...
STANDARD PORT
TIMES HEIGHTS
HW LW HW LW RANGE
Seasonal Change
Seasonal Change
SECONDARY PORT
Duration/DST
Standard Port -
Secondary Port +
35. Grunt Productions 2006
Portsmouth PredictionsPortsmouth Predictions
ENGLAND - PORTSMOUTH
Lat 50°48’N Long 1°07’W
TIME ZONE UT (GMT) TIMES AND HEIGHTS OF HIGH AND LOW WATERS YEAR 1998
JUNE JULY
Time m Time m Time m Time m
0338 4.1 0301 4.3 0458 0.8 0435 0.9
1 0911 1.4 16 0838 1.1 1 1144 4.8 16 1119 4.6
1819 4.1 1543 4.4 1723 0.6 1657 0.7M
2140 1.7
F
2109 1.3
M TU
• 2347 4.7
0427 3.9 0356 4.2 0015 4.8 0515 0.8
2 1008 1.6 17 0937 1.3 2 0539 0.8 17 1200 4.6
1715 4.0 1641 4.3 1227 4.7 1738 0.6TU
2244 1.8
SA
2213 1.4
TU
1803 0.6
W
0527 3.7 0459 4.1 0056 4.7 0027 4.7
3 1114 1.8 18 1044 1.3 3 0618 0.8 18 0555 0.6
1819 3.9 1747 4.3 1306 4.7 1242 4.7W
2354 1.9
SU
2324 1.5
W
1840 0.7
TH
1817 0.5
0638 3.7 0609 4.1 0133 4.7 0108 4.8
4 1221 1.8 19 1157 1.3 4 0654 0.9 19 0635 0.6
1924 4.0 1857 4.3 1343 4.5 1324 4.7TH M TH
1914 0.8
F
1857 0.5
0058 1.8 0037 1.4 0208 4.6 0150 4.8
5 0746 3.8 20 0722 4.2 5 0728 1.1 20 0716 0.6
1320 1.7 1307 1.2 1419 4.4 1407 4.7F
2019 4.1
SA
2003 4.5
F
1946 1.0
SA
1939 0.6
0151 1.6 0144 1.2 0243 4.5 0233 4.7
6 0841 3.9 21 0830 4.3 6 0802 1.3 21 0800 0.8
1408 1.5 1409 1.1 1455 4.2 1452 4.5TU
2105 4.2
SU
2103 4.6
SA
2019 1.2
SU
2023 0.8
36. Grunt Productions 2006
Tidal Prediction FormTidal Prediction Form
STANDARD PORT……………………TIME/HEIGHT REQUIRED…………
SECONDARY PORT…………………..DATE…..……….TIME ZONE……...
STANDARD PORT
TIMES HEIGHTS
HW LW HW LW RANGE
Seasonal Change
Seasonal Change
SECONDARY PORT
Duration/DST
Standard Port -
Secondary Port +
Portsmouth
5 June
1100
A
0746 3.8m1320 1.7m 2.1m
0846A
10% Sp
38. Grunt Productions 2006
Secondary PortsSecondary Ports
Times and heights are obtained byTimes and heights are obtained by
applying time and height differences toapplying time and height differences to
Standard Port predictions.Standard Port predictions.
Obtain Port Number from GeographicalObtain Port Number from Geographical
Index at back of ATT.Index at back of ATT.
Use Part II (page 300-323) to obtain:Use Part II (page 300-323) to obtain:
Standard PortStandard Port
Secondary Port time ZoneSecondary Port time Zone
Secondary Port differencesSecondary Port differences..
39. Grunt Productions 2006
ExampleExample
Find out what time the height of tideFind out what time the height of tide
will first rise to 5.0 metres atwill first rise to 5.0 metres at
WATCHET (531) on 26th July, 1989.WATCHET (531) on 26th July, 1989.
Page 2A-102 for Secondary PortPage 2A-102 for Secondary Port
Differences.Differences.
40. Grunt Productions 2006
Secondary Port DifferencesSecondary Port Differences
WALES; ENGLAND, WEST COAST
No PLACE TIME DIFFERENCES HEIGHT DIFF (METRES)
Lat Long High Water Low Water MHWS MHWN MLWN MLWS
N W Zone UT (GMT)
0200 0800 0300 0800
523 PORT OF BRISTOL and and and and 13.2 9.8 3.8 1.0
(AVONMOUTH) …(see page 158) 1400 2000 1500 2000
531 Watchet 51 11 3 20 -0035 -0050 -0145 -0040 -1.9 -1.5 +0.1 +0.1
41. Grunt Productions 2006
Tidal Prediction FormTidal Prediction Form
STANDARD PORT……………………TIME/HEIGHT REQUIRED…………
SECONDARY PORT…………………..DATE…..……….TIME ZONE……...
STANDARD PORT
TIMES HEIGHTS
HW LW HW LW RANGE
Seasonal Change
Seasonal Change
SECONDARY PORT
Duration/DST
Standard Port -
Secondary Port +
Avonmouth 5.0m
Watchet 26 Jul A
0858 12.8m0328 1.1m 11.7m
92% Sp
42. Grunt Productions 2006
High Water DifferencesHigh Water Differences
WALES; ENGLAND, WEST COAST
No PLACE TIME DIFFERENCES HEIGHT DIFF (METRES)
Lat Long High Water Low Water MHWS MHWN MLWN MLWS
N W Zone UT (GMT)
0200 0800 0300 0800
523 PORT OF BRISTOL and and and and 13.2 9.8 3.8 1.0
(AVONMOUTH) …(see page 158) 1400 2000 1500 2000
531 Watchet 51 11 3 20 -0035 -0050 -0145 -0040 -1.9 -1.5 +0.1 +0.1
1400 - 0858 - 0800
-0035 -0050
-48 min
43. Grunt Productions 2006
Interpolation of HW TimesInterpolation of HW Times
0800 0900 1000 1100 1200 1300 1400
Times of HW at Bristol
Watchet Differences
-50 min -35 min-48m --45m -43m -40m -38m
44. Grunt Productions 2006
Low Water DifferencesLow Water Differences
WALES; ENGLAND, WEST COAST
No PLACE TIME DIFFERENCES HEIGHT DIFF (METRES)
Lat Long High Water Low Water MHWS MHWN MLWN MLWS
N W Zone UT (GMT)
0200 0800 0300 0800
523 PORT OF BRISTOL and and and and 13.2 9.8 3.8 1.0
(AVONMOUTH) …(see page 158) 1400 2000 1500 2000
531 Watchet 51 11 3 20 -0035 -0050 -0145 -0040 -1.9 -1.5 +0.1 +0.1
0300 - 0328 - 0800
-0145 -0040
-0138
45. Grunt Productions 2006
Interpolation of LW TimesInterpolation of LW Times
0300 0400 0500 0600 0700 0800
Times of LW at Bristol
Watchet Differences
-105m -92m --79m -66m -53m -40m
46. Grunt Productions 2006
High Water CorrectionHigh Water Correction
WALES; ENGLAND, WEST COAST
No PLACE TIME DIFFERENCES HEIGHT DIFF (METRES)
Lat Long High Water Low Water MHWS MHWN MLWN MLWS
N W Zone UT (GMT)
0200 0800 0300 0800
523 PORT OF BRISTOL and and and and 13.2 9.8 3.8 1.0
(AVONMOUTH) …(see page 158) 1400 2000 1500 2000
531 Watchet 51 11 3 20 -0035 -0050 -0145 -0040 -1.9 -1.5 +0.1 +0.1
12.8m
13.2m 9.8m
-1.9m -1.5m
-1.9m -1.8m -1.7m -1.6m -1.5m
13.2m 12.4m 11.5m 10.7m 9.8m
47. Grunt Productions 2006
Low Water CorrectionLow Water Correction
WALES; ENGLAND, WEST COAST
No PLACE TIME DIFFERENCES HEIGHT DIFF (METRES)
Lat Long High Water Low Water MHWS MHWN MLWN MLWS
N W Zone UT (GMT)
0200 0800 0300 0800
523 PORT OF BRISTOL and and and and 13.2 9.8 3.8 1.0
(AVONMOUTH) …(see page 158) 1400 2000 1500 2000
531 Watchet 51 11 3 20 -0035 -0050 -0145 -0040 -1.9 -1.5 +0.1 +0.1
1.1m
48. Grunt Productions 2006
Tidal Prediction FormTidal Prediction Form
STANDARD PORT……………………TIME/HEIGHT REQUIRED…………
SECONDARY PORT…………………..DATE…..……….TIME ZONE……...
STANDARD PORT
TIMES HEIGHTS
HW LW HW LW RANGE
Seasonal Change
Seasonal Change
SECONDARY PORT
Duration/DST
Standard Port -
Secondary Port +
Avonmouth 5.0m
Watchet 26 Jul A
0858 12.8m0328 1.1m 11.7m
-0048 -0138 -1.9m +0.1m
0810Z 0150Z 10.9m 1.2m
0910A
92% Sp
50. Grunt Productions 2006
Solent PortsSolent Ports
Times and heights are obtained byTimes and heights are obtained by
applying time and heightapplying time and height
differences to PORTSMOUTH.differences to PORTSMOUTH.
All ports 37 to 70 are listed onAll ports 37 to 70 are listed on
pages 323/324 (2A-90).pages 323/324 (2A-90).
Curves listed on pages xxii to xxivCurves listed on pages xxii to xxiv
using separate curves for eachusing separate curves for each
group of ports.group of ports.
Curves are based on Low Water.Curves are based on Low Water.
Obtain differences in the normalObtain differences in the normal
way.way.
51. Grunt Productions 2006
Stansore Point CurveStansore Point Curve
LW-1-3 -2-5 -4-7 -6 +1 +4+3+2 +6+5 +70 1 2 3 4 5
50 1 2 3 4
Bucklers Hard
Stansore Point
Lee
Folly Inn
Newport
Range at Portsmouth
Sp 3.9m
Np 1.9m
53. Grunt Productions 2006
ExampleExample
What time will the height of tide firstWhat time will the height of tide first
rise to 3.0 metres at STANSORErise to 3.0 metres at STANSORE
POINT on 2 June?POINT on 2 June?
Portsmouth predictions LW 2140Portsmouth predictions LW 2140
1.7m, HW 0427 3.9m1.7m, HW 0427 3.9m
54. Grunt Productions 2006
Tidal Prediction FormTidal Prediction Form
STANDARD PORT……………………TIME/HEIGHT REQUIRED…………
SECONDARY PORT…………………..DATE…..……….TIME ZONE……...
STANDARD PORT
TIMES HEIGHTS
HW LW HW LW RANGE
Seasonal Change
Seasonal Change
SECONDARY PORT
Duration/DST
Standard Port -
Secondary Port +
Portsmouth 3.0m
Stansore Pt 2 Jun A
0427Z 2140Z 3.9m 1.7m 2.2m
15%Sp
56. Grunt Productions 2006
Interpolation of HW TimesInterpolation of HW Times
0000 0100 0200 0300 0400 0500 0600
Times of HW at Portsmouth
Stansore Point Differences
-50 min -10 min-43m --37m -30m -23m -17m
0427
-20m
57. Grunt Productions 2006
Tidal Prediction FormTidal Prediction Form
STANDARD PORT……………………TIME/HEIGHT REQUIRED…………
SECONDARY PORT…………………..DATE…..……….TIME ZONE……...
STANDARD PORT
TIMES HEIGHTS
HW LW HW LW RANGE
Seasonal Change
Seasonal Change
SECONDARY PORT
Duration/DST
Standard Port -
Secondary Port +
Portsmouth 3.0m
Stansore Pt 2 Jun A
0427Z 2140Z 3.9m 1.7m 2.2m
15%Sp
-0020 -0009 -0.6m -0.2m
0407Z 2131Z 3.3m 1.5m
2231A
58. Grunt Productions 2006
Stansore Point CurveStansore Point Curve
LW-1-3 -2-5 -4-7 -6 +1 +4+3+2 +6+5 +70 1 2 3 4 5
50 1 2 3 4
Bucklers Hard
Stansore Point
Lee
Folly Inn
Newport
Range at Portsmouth
Sp 3.9m
Np 1.9m
2231A
0415A
60. Grunt Productions 2006
PublicationsPublications
Admiralty Tides Tables Volume 2Admiralty Tides Tables Volume 2
(Europe excluding United Kingdom and(Europe excluding United Kingdom and
Ireland) Mediterranean Sea and AtlanticIreland) Mediterranean Sea and Atlantic
Ocean.Ocean.
Admiralty Tide Tables Volume 3 (IndianAdmiralty Tide Tables Volume 3 (Indian
Ocean and South China Sea) & VolumeOcean and South China Sea) & Volume
4 Pacific Ocean) (including TS Tables)4 Pacific Ocean) (including TS Tables)
Admiralty List of Radio Signals VolumeAdmiralty List of Radio Signals Volume
2 (Radio Time Signals).2 (Radio Time Signals).
61. Grunt Productions 2006
Standard PortsStandard Ports
List of standard ports inside front coverList of standard ports inside front cover
of ATT.of ATT.
Predictions are given in thePredictions are given in the StandardStandard
Time ZoneTime Zone for the country.for the country.
If necessary times must be adjusted forIf necessary times must be adjusted for
Daylight Saving Time (DST) usually oneDaylight Saving Time (DST) usually one
hour ahead of standard time.hour ahead of standard time.
Use standard tidal curve drawn forUse standard tidal curve drawn for
duration between 5 and 7 hours..duration between 5 and 7 hours..
63. Grunt Productions 2006
ExampleExample
Calculate the height of tide at 0900Calculate the height of tide at 0900
on 9th April at SINGAPORE.on 9th April at SINGAPORE.
Page 2C-33 (Extract from Volume 3)Page 2C-33 (Extract from Volume 3)
HW 1011 2.5m LW 0407 1.1mHW 1011 2.5m LW 0407 1.1m
64. Grunt Productions 2006
Tidal Prediction FormTidal Prediction Form
STANDARD PORT……………………TIME/HEIGHT REQUIRED…………
SECONDARY PORT…………………..DATE…..……….TIME ZONE……...
STANDARD PORT
TIMES HEIGHTS
HW LW HW LW RANGE
Seasonal Change
Seasonal Change
SECONDARY PORT
Duration/DST
Standard Port -
Secondary Port +
Singapore 0900
-89 Apr
1011(-8) 0407(-8) 2.5m 1.1m 1.4m
6h 04m
-
66. Grunt Productions 2006
Seasonal ChangesSeasonal Changes
Usually caused by meteorological trends orUsually caused by meteorological trends or
effect of river water on height of tide.effect of river water on height of tide.
See notes on page 2B-7.See notes on page 2B-7.
ATT Standard Port predictions alwaysATT Standard Port predictions always
includeinclude expected seasonal changes so noexpected seasonal changes so no
correction is required.correction is required.
When comparing the standard portWhen comparing the standard port
predicted height with mean levels the effectpredicted height with mean levels the effect
of seasonal variations should beof seasonal variations should be removed.removed.
67. Grunt Productions 2006
Secondary PortsSecondary Ports
Having removed the effect of seasonalHaving removed the effect of seasonal
change for the standard port, the effect ofchange for the standard port, the effect of
seasonal change must be included in theseasonal change must be included in the
secondary port prediction.secondary port prediction.
Tidal prediction forms (box 6) should beTidal prediction forms (box 6) should be
used to remove standard port seasonalused to remove standard port seasonal
change (change sign) and include secondarychange (change sign) and include secondary
port change (box 11) to calculate finalport change (box 11) to calculate final
heights.heights.
68. Grunt Productions 2006
Secondary PortsSecondary Ports
Method is similar to EuropeanMethod is similar to European
Secondary Ports but time differencesSecondary Ports but time differences
not interpolated.not interpolated.
Use sinusoidal curves as for standardUse sinusoidal curves as for standard
port.port.
Times zones do not need adjustmentTimes zones do not need adjustment
except for Daylight Saving Time (DST).except for Daylight Saving Time (DST).
Seasonal changes are more likely andSeasonal changes are more likely and
should be incorporated.should be incorporated.
Use standard tidal curve drawn forUse standard tidal curve drawn for
duration between 5 and 7 hours.duration between 5 and 7 hours.
69. Grunt Productions 2006
ExampleExample
Calculate at what time after 0600Calculate at what time after 0600
local, the height of tide will first falllocal, the height of tide will first fall
to 2.0 metres at BROTHERS LIGHTto 2.0 metres at BROTHERS LIGHT
(4766a) on 11th August?(4766a) on 11th August?
70. Grunt Productions 2006
Brother’s Lt - DifferencesBrother’s Lt - Differences
SUMATERA, NORTH EAST COAST
No PLACE TIME DIFF HEIGHT DIFF (MTRS)
Lat Long MHW MLW MHWS MHWN MLWN MLWS
N E (Zone –0700)
4718 SINGAPORE (see page 111) 2.8 2.1 1.2 0.5
Mandol
4764 Bandong 0 32 103 18 -0007 -0007 +0.9 +0.5 +0.4 0.0
Gelam Strait
4765 Tanjungbalai 0 59 103 26 -0051 -0051 +0.1 -0.1 +0.1 0.0
4766 Kenipaan 0 55 103 20 -0035 -0035 +0.1 +0.1 -0.2 -0.2
4766a Iyu Kecil (Brothers Light) 1 11 103 21 -0108 -0035 +0.2 +0.1 0.0 -0.1
Seasonal Changes in Mean Level
No. Jan 1 Feb 1 Mar 1 Apr 1 May 1 Jun 1 Jul 1 Aug 1 Sep 1 Oct 1 Nov 1 Dec 1
4663-4686 0.0 -0.1 -0.1 -0.1 0.0 +0.1 +0.1 0.0 0.0 0.0 0.0 0.0
4695 -0.1 -0.1 -0.1 -0.1 0.0 +0.1 +0.1 0.0 0.0 +0.1 +0.1 0.0
4704 0.0 -0.1 -0.1 -0.1 0.0 0.0 0.0 0.0 0.0 +0.1 +0.1 0.0
4718-4749 +0.1 0.0 0.0 0.0 0.0 0.0 -0.1 -0.1 -0.1 0.0 +0.1 +0.1
4751-4763 +0.1 0.0 0.0 0.0 0.0 -0.1 -0.1 -0.1 -0.1 0.0 +0.1 +0.1
4764-4783 0.0 -0.1 -0.1 0.0 0.0 0.0 0.0 0.0 0.0 +0.1 +0.1 0.0
4784-4795 -0.1 -0.2 -0.2 -0.1 0.0 +0.1 +0.1 +0.1 0.0 +0.1 +0.1 0.0
71. Grunt Productions 2006
Tidal Prediction FormTidal Prediction Form
STANDARD PORT……………………TIME/HEIGHT REQUIRED…………
SECONDARY PORT…………………..DATE…..……….TIME ZONE……...
STANDARD PORT
TIMES HEIGHTS
HW LW HW LW RANGE
Seasonal Change
Seasonal Change
SECONDARY PORT
Duration/DST
Standard Port -
Secondary Port +
Singapore 2.0m
-711 AugBrothers Lt
1335 1935 2.6m 0.6m 2.0m
+0.1m +0.1m
-0108 -0035 +0.2m -0.1m
0.0m 0.0m
1227 1900 2.9m 0.6m
6hr 33min
75. Grunt Productions 2006
Sources of Tidal Stream DataSources of Tidal Stream Data
Tidal diamonds on chartsTidal diamonds on charts
Admiralty Tidal Stream AtlasesAdmiralty Tidal Stream Atlases
Sailing DirectionsSailing Directions
Tidal Streams in the Approaches to HMTidal Streams in the Approaches to HM
Naval Bases (NP 167)Naval Bases (NP 167)
Gibraltar Straits Surface and Sub-Gibraltar Straits Surface and Sub-
surface Water Movements (NP 629)surface Water Movements (NP 629)
Admiralty Tide Tables Vol III & IVAdmiralty Tide Tables Vol III & IV
81. Grunt Productions 2006
ExampleExample
What is the percentage of the MeanWhat is the percentage of the Mean
Spring Range and the predicted tidalSpring Range and the predicted tidal
stream in position 49stream in position 49oo
50’N 00150’N 001oo
15’W15’W
(North of Pointe de Barfleur) at 1400A(North of Pointe de Barfleur) at 1400A
on 27th May?on 27th May?
Channel TS Atlas based on DoverChannel TS Atlas based on Dover
Time Height
HW HWLW LW Range
1157 6.9m1933 0.6m 6.3m
1257A 1400 is 1 hr after HW
82. Grunt Productions 2006
Percentage of MSRPercentage of MSR
MEAN RANGES
Springs 6.0m
Neaps 3.2m
6.3m - 3.2m 3.1m
6.0m - 3.2m 2.8m
110%
Need
To ensure that you can use the Admiralty Tide Tables (Volumes 1 & 2) (European and Atlantic Areas) to work out the height of tide at any place and conversely find the time a particular height will be reached.
Range of Lesson
Lesson will cover:
Calculating charted heights and depths from levels and datums in Tide Tables.
Calculating heights of tide at any European port and non-European Standard Ports.
Calculating tidal streams using data from “Tidal Diamonds” and Admiralty Tidal Stream Atlases.
Using NP 158A TIDECALC or TOTAL TIDE prediction programmes to carry out all predictions.
The Earth-Moon System
Gravitational pull of the Moon produces the principal tide raising force. Directly underneath the Moon (Sublunar Point) the gravitational pull of the Moon is greater than that experienced by the earth because the distance is reduced. The force is large enough to lift the continents by 5 or 6 centimetres as the moon passes overhead.
The Earth and Moon move round a common point called the “Barycentre”. Away from the Moon the Earth is subject to additional centrifugal force because it is being moved around the Barycentre.
At the opposite side of the Earth, there is a smaller gravitational pull from the Moon which combines with the centrifugal force to raise the seas.
This produces two areas of High Water, either side of the Earth.
Tidal Period
Imagine you were viewing the Earth from above the North Pole.
The Earth rotates once in 24 hours but the Moon is also moving around its orbit. (It takes 29.5 days for the Moon to make one complete rotation relative to the Sun - from which the day is derived.)
After 24 hour, the Moon has moved and it therefore takes just under one hour for a particular point on the Earth’s surface to be realigned with the Moon.
Practical Results of Tidal Period
There are usually four entries in the ATT for each day, two HW times and heights, and two LW times and heights.
The duration of the time (the period from LW to HW or visa versa) is approximately 6 hours and 10 minutes.
The times of HW and LW get progressively later each day by approximately one hour
Effect of the Sun
Without the Moon, tides would still occur because of a similar gravitational pull from the Sun. The tides would be much smaller as the tide raising force of the Sun is 46% that of the Moon.
When the Sun and Moon combine, they produce differences in tidal range depending on the phase of the Moon.
At New Moon, we observe the dark side of the Moon because the Moon lies between the Earth and the Sun.
Spring Tides When this occurs, the Lunar Tide and Solar Tide are combined to produce a maximum tidal range. This is termed a “Spring Tide” and occurs in practice one or two days after the New Moon.
The same effect occurs at Full Moon, when the Moon is opposite to the Sun.
Neap Tides After ¼ of the Moon’s orbital period, the Moon goes into “quadrature” at the first or last quarter. When this occurs, the Lunar Tide and Solar tide are in opposition (90º out of phase) and therefore the tidal range will be a minimum.
Diurnal and semi-diurnal
- The way an ocean basin responds to tide raising force depends on size, shape and depth which produce natural period of oscillation. This is the decisive factor.
- The Atlantic is semi-diurnal. Two HWs and two LWs occur each day (lunar) which is 24 hours and 50 minutes. These are called semi-diurnal tides.
- The Pacific is more responsive to diurnal forces so tides have large diurnal component.
- Mixed tides are characterised by diurnal inequality. This occurs because of the declination of the moon.
- tide raising forces cause minimal vertical movement but final amplitude dependant on shallow water.
Heights and Datums
Chart Datum Chart datum is defined as a level so low that the tide will not frequently fall below it. It is used as the datum for soundings and also of all tidal predictions. Chart datum does not conform to any uniform tide level - usually at or near LAT.
MHWS and Elevations
MHWS is datum for all charted heights
Elevation - the height of the focal plane of a navigational light
Drying heights and depths
measured from chart datum
drying height (inter-tidal zone - green) chart symbols
Ordnance Datum
used for land survey and mapped contours
fixed over land-mass hence chart datum varies
Heights of Tide
HW - the highest level the tide will reach during any one tidal cycle.
LW - the lowest level the tide will reach during any one tidal cycle.
Range of Tide - the difference between low water and high water.
Diagram of Tidal Levels and Datums
The illustration above is taken from the Admiralty Manual of Navigation, Chapter 11 - page 296.
Ordnance Datum or the Land Levelling Datum is not usually required practically but the level of chart datum, referred to Ordnance Datum can be found in ATT Table 3.
The tidal levels for every Standard Port are also listed in the Admiralty Tide Tables. In BR45(5) the relevant extract of Table 5 will be found on page 2A-38.
Although LAT is the lowest predictable tidal level, it is not necessarily the lowest level to which the tide can fall, even under average weather conditions.
Turn to BR 45(5) page 2A-111 and read note 65 which relates to Portsmouth. All ports in the UK are subject to differences between predicted heights and actual heights of tide on a daily basis. Usually the differences are in the region of 0.2 metre but can reach between 2 and 3 metres in the southern North Sea.
Heights and Datums Example (Page 44)
Your ship is planned to visit MILFORD HAVEN, where a power cable with a charted height of 24 metres has been drawn across the harbour approach. The minimum charted depth is 4 metres.
If your vessel has a waterline to masthead height of 22 metres and a draught of 6 metres, what will be the maximum and minimum heights of tide to allow a 3 metre masthead and 2 metre underkeel clearance?
The best way is to draw a simple diagram showing the various heights.
The height at MHWS at MILFORD HAVEN will be found in BR 45(5) on page 2A-38.
Definitions
Range of Tide - difference between LW and HW.
Duration of the Tide - the period or interval from LW to HW. Not used for European Ports but must be found when making calculations for non-European ports.
Rise of the Tide - increase at any time from LW.
Height of Tide - predicted level at any time above Chart Datum.
Interval from HW - used to define a point on the tidal curve from which the height of tide can be found.
Expressing Range as a Percentage.
The range of any tide is usually described as a percentage change between the Mean Neap Range and the Mean Spring Range. These mean ranges are described as 0% and 100% Springs respectively but obviously the tidal range can fall outside these limits and be described as, say 120% Springs.
Commanding Officers are used to being briefed with the range described in this way so you will need to calculate this for nearly all predictions.
The calculation is carried out as follows:
Range of Tide - Mean Neap Range
Mean Spring Range - Mean Neap Range
In calculating intermediate heights of tide for European Ports, it is necessary to determine whether the range is closer to Springs or Neaps, or somewhere in between. The percentage can also be used to determine this.
Hourly Predictions
Volume 1 of the ATTs contain tables of hourly predictions for eight standard ports. Intermediate heights of tide for every hour can be found by looking up the prediction in the table.
Standard Ports
A major port for which predictions of times and heights for all high and low waters are listed. A Standard Port will be used as a basis to make predictions for Secondary Ports.
Publications
Predictions for all European Standard Ports are contained in ATT Volume 1, which uses this method throughout, and the first section of Volume 2, which covers the European area.
Tides are usually predicted in the local time (Legal Time) for the port and so allowance must be made, where necessary for daylight saving time (DST).
It is recommended that the tidal curve is annotated in the correct local time zone as this will reduce the chance of error when DST is being employed. If unsure whether DST should be applied or not, check the dates in ALRS Vol2 (BR 45(5) Chapter 6 - page 6A-34 for the table of Legal Time).
Notes:
List of Standard Ports given inside front cover
Times of HW & LW are in the standard time zone for the country given at the top of the page. Allowance must be made for DST (See ALRS 2).
In European Waters (ATT Vol 1) Standard Ports have a typical tidal curve drawn for spring and neap tides.
The Standard Port curves are drawn for both Spring Tides (Solid Line) and Neap Tides (Dashed Line). Beside the HW a box shows the Mean Spring and Neap ranges for that port.
The scale at the side converts the rise of tide, measured on the tidal curve as an increase above LW to height of tide, referred to the Chart Datum. This saves a calculation.
Four ports, Southampton, Poole Harbour, Cowes and Chichester Bar have curves drawn either side of LW. They are used in exactly the same way but the interval is measured from the time of LW instead.
Making Predictions
Find height of tide at any time:
On standard port curve plot heights of HW & LW occurring either side of the required time & join with a straight line.
Enter HW time in box provided under the curve.
Calculate time interval from HW (NB Time Zone).
For this interval proceed vertically to Neap & Spring curves, interpolate if necessary - do not EXTRAPOLATE.
Proceed horizontally to sloping line & thence vertically to read off height of tide directly.
Find time for a given height of tide:
On standard port curve plot height of HW & LW occurring either side of required event & join with a straight line.
Enter HW time in box provided under the curve.
From required height, proceed vertically to sloping line, thence horizontally to rising or falling curve - interpolate between Neaps & Springs as necessary.
Proceed vertically down to obtain interval from HW & hence obtain time of event.
Secondary Ports
Secondary Ports are based on the most convenient but not necessarily the closest Standard Port. (Similarity of tidal curve is the most important factor.) Secondary Ports are listed geographically (numerically) in Part II giving:
Time Zone
Port number
Position
Time differences
Height differences
Seasonal Changes to mean level are listed separately. These are not really necessary for European Ports. (See later notes)
Use Geographical index and Part II (p300-399) to obtain:
a) Standard Port (given in heavy type at head of sub-section)
b) Secondary Port's Time Zone - given in TIME DIFFERENCE column (Note the zones may alter within a page), allow for daylight saving as necessary.
NB: Any difference in zone time between the standard port and secondary port is incorporated within the time differences given in part II.
2. Look up HW & LW times & heights at the standard port.
3. Calculate the Standard Port range to determine position relative to Neaps/Springs.
4. Calculate time and height differences from Part II, interpolate as necessary (extrapolation may be required for height).
5. Hence obtain HW & LW at the secondary port.
6. The standard port's curve is used for the secondary port intermediate height/time calculations by inserting the SECONDARY port's HW & LW.
Solent Secondary Ports (Swanage to Selsey)
Tidal curves for Portsmouth & Southampton complicated and include a double high water. HW is not therefore a suitable datum for the Solent Secondary Ports plus the tidal curve for each is slightly different.
1. Ports 35-70 (marked 'j' in part II)
2. Distortion of the tidal curve caused by shallow water and presence of “tidal node” gives a "double HW" or "stand".
3. Individual curves are provided xxii/xxiv.
4. Curves based on LW - interval from LW (secondary) is required.
5. Otherwise method is as for other European Secondary Ports.
Non-European Ports
1. Work out the difference in time between HW/LW - called the duration.
2. On interpolation curve plot heights of HW & LW occurring either side of the required time & join with a straight line.
3. Enter HW time in box provided under the curve.
4. Calculate time interval from HW (NB Time Zone).
5. From this interval proceed vertically to the curve for the duration, interpolate if necessary - do not EXTRAPOLATE.
6. Proceed horizontally to sloping line & thence vertically to read off height of tide directly.
or
4a. From required height, proceed vertically to sloping line, thence horizontally to rising or falling curve for the calculated duration - interpolate as necessary.
5a. Proceed vertically down to obtain interval from HW & hence obtain time of event.