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Q.1 your company requirements of UKC? No comments for this Question. Q.2 Why Variation of a place keep on changing every year?
1 ) the magnetic poles of the earth are keep on changing. therefore the magnetic merid are
keep
on
changing
also
.
therefore
the
variation
also
keep
on
chang
bumbaonly4u (96) (96) 1 user Rated :
Q.3 Why dangerous quardrant lies fwd half of the dangerous semicircle ? 1
)
•
This
is
the
forward
half
of
the
dangerous
semi
c
• The path of the TRS is likely to turn in this direction once attaining the latitud
recurvature placing
and the
vessel
forward
of
the
trough
line.
• The winds are strongest in this quadrant because of the steep pressure gradient due to
closing isobars
up just
prior
to
of recurvature
on
the
polar
• The direction of he wind is so as to move the vessel towards the storm centre and clos
more
vio
weather. cebation_ca (3) This comment has not been rated. Please Rate :
Q.4 WHY ARE CURRENTS STRONGER IN THE WEST ATLANTIC AS COMPARED TO ATLANTIC
1 ) due to ekman movement and earths corriolis force the western side current is stro than
eastern
side
current
anywhere
else
bhatiachaitanya (76) 2 user Rated :
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2 ) gulf stream is a continuation of equatorial current. due to the shape of landmass of
gulf of mexico, and the florida coast, the gulf stream is stronger than the currents of the e
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This comment has not been rated. Please Rate :
Q.6 What was my vsl last sea speed , so now u r in Malacca straits , suddenly heavy causing restricted visibility visibility , action , what is your safe speed.
1 ) due to sudden rain / squall i will not reduce my speed unless visibility has been affe
by fog. i will though keep my engines on manouvering speed as malacca strait is a busy congested
area
for
naviga
bhatiachaitanya (76) 1 user Rated :
2 ) restricted visibility condition also includes heavy rain moreover surveyor himself has
that heavy rainfall has caused RV..that means vsl shall proceed at safe speed and shall h her
engines
ready
for
immediate
manoe
sailor.vijay82 sailor.vijay8 2 (175) 7 user Rated :
Q.7 WHAT R THE FACTORS YOU TAKE INTO ACCOUNt BEFORE PASSAGE PLANNING? 1
)
draft/weather/T&P
margins/VTMS
notices/NPOC/areas marks/
of
dangers/
WOP/UKC/
eqipments
tides/sa
status/
navysole (71) 1 user Rated :
Q.8 WHAT PRELIMINORY INFOS U WILL PROVIDE TO WX ROUTEING SERVICES B4 LEAVIN PORT
1 ) ship's particular - LOA, drafts F & A, departure bunker figures, ship's maximum sp economical
speed,
bumbaonly4u (96) (96) 1 user Rated :
last
port
of
call,
next
port
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2 user Rated :
Q.10 What is Safe Speed ? No comments for this Question.
Q.11 What is Mediterranean moor & baltic Moor?
1 ) The MEDITERRANEAN MOOR consists of making a ship fast stem-on to a berth with bows
held
in
position
by
the
anc
dam_jay (10) This comment has not been rated. Please Rate :
2 ) The Baltic Moor This method of mooring a ship is employed when a vessel is t
alongside a quay, the construction of which is not sufficiently robust to permit ranging of ship
during
bad
wea
dam_jay (10) This comment has not been rated. Please Rate :
Q.12 WHAT IS HARMONIC CONSTANT.
1 ) O1, K1, M2, S2 in the tidal calculation by the harmonic method are the harmonic cons
its constant for a port. the constant is based on a measurement by say a stick or someth
whose actual depth is known. then the height of tide is calculated according to that hei bumbaonly4u (96) (96) 1 user Rated :
Q.13 What is DGPS.
1 ) differential GPS - shore stations are equiped with DGPS programme. they provide s
with small correction to the ship's position that may be necessary to get the exact posit DGPS
is
nothing
bumbaonly4u (96) (96) 1 user Rated :
but
an
additional
correction
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Q.15 What is datum and how will you find out the datum? How to apply wind w calculating datum?
1 ) Datum is the most probable position of the casualty taking into account its initial casu position,
leeway
and
set
and
drift
of
cur
bumbaonly4u (96) (96) This comment has not been rated. Please Rate :
Q.16 WHAT IS COL/LOW/RIDGE/TROUGH No comments for this Question.
Q.17 WHAT IS BOAR TIDE.
1 ) a tidal phenomenon in which the leading edge of the incoming tide forms a wave
waves) of water that travel up a river or narrow bay against the direction of the river or b
current. As such, it is a true tidal wave and not to be confused with a tsun sankarthesailor (19) This comment has not been rated. Please Rate :
Q.18 What informations you will look for in the passage plan from Chief officers poin view. 1
)
Density
of
w
Arr/Dep
D
Loadline
Z
Ballast
Water
Exchange
rajivrana (68) 2 user Rated :
2
)
also
the
max
allowable
draft
at
the
bumbaonly4u (96) (96)
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1 user Rated :
3
)
specially
Load
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1 ) excessive rate of drift. rate of drift = 15 sin lat. so as lat increases, rate of drift increa so
compass
wan
bumbaonly4u (96) (96) This comment has not been rated. Please Rate :
Q.20 What are the limitations/constrains imposed on radar scale ? No comments for this Question. Q.21 what are the contents of passage plan? No comments for this Question.
Q.22 What all are the correctors used onboard. No comments for this Question.
Q.23 Weather routing, how will use prognosis charts. No comments for this Question. Q.24 WEATHER ASSOCIATED WITH COLD FRONTS..
1 ) stratiform clouds, cold temperature, very cold temp after passing of the f bumbaonly4u (96) (96) 1 user Rated :
Q.25 WEATHER ASSOCIATED WITH COLD FRONT. No comments for this Question. Q.26 WARM FRONT / COLD FRONT SYMBOLS, MEETING PHENOMENA AND RESULTS No comments for this Question. Q.27 Various Chart projections and their features... No comments for this Question.
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Q.28 V/L on 30 deg port bow, course 150 deg n ur course 000 deg, What is the Aspect ?
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No comments for this Question. Q.32 TYPE OF LOG AND ITS WORKING ONBD No comments for this Question.
Q.33 TRS - Wx Associated , Action in a Dangerous Quadrant , No comments for this Question. Q.34 TRS No comments for this Question.
Q.35 Top Heavy Gyro ? No comments for this Question.
Q.36 Synoptic charts No comments for this Question. Q.37 Suitable Conitions for Beaching / Bow Stern Beaching Adv and Disadvantage ? No comments for this Question.
Q.38 Structural strength requirement for ETA ? No comments for this Question. Q.39 Star Sight ? No comments for this Question.
Q.40 sperry/anschutz working No comments for this Question. Q.41 Sound Signal Vessel Aground and At Anchor No comments for this Question. Q.42 Sound signal in narrow channel ? No comments for this Question.
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Q.45 SITUATION - You see a red lights on your port bow,Ships heading is 000(T),What c be the heading of target vessel? 1
)
between
180
and
292.5
anshuman_1011 (63) 4 user Rated :
2
)
090.1
to
2
sachinsharma (3) This comment has not been rated. Please Rate :
3
)
230*
to
34
satyensrawat (26) This comment has not been rated. Please Rate :
Q.46 SITUATION - U C 2 RED LIGHT IN VERTICAL LINE ON UR PORT BOW..ACTION.
1 ) take freq brg/ plot posn/ check weater brg closing or open. if closing i ve to keep clea per
rule
navysole (71) 2 user Rated :
Q.47 SITUATION - simple crossing situation of 2 vessels. No comments for this Question.
Q.48 SITUATION - R.V. Horn Port Quarter action ? No comments for this Question. Q.49 SITUATION - R.V. Fog Signal Port Bow ? No comments for this Question.
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Q.50 SITUATION - R.V. Fog Signal Dead AStern ?
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Q.54 SITUATION - Normal P.D. V/l Port Bow No comments for this Question. Q.55 SITUATION - Head On ? No comments for this Question. Q.56 SITUATION - Crossing situation while in Restricted Visibility. No comments for this Question.
Q.57 SITUATION - CBD vessel Port Bow action ? No comments for this Question. Q.58 SITUATION - action when overtaking ,vsl right ahead in RV ? No comments for this Question. Q.59 SIGNS OF APPROACHING APPROACHING TRS No comments for this Question. Q.60 Ship Routing guide No comments for this Question. Q.61 Search patterns? No comments for this Question.
Q.62 SCREENING OF LIGHT. No comments for this Question. Q.63 S.V AGROUND LIGHT
1 ) shown as like Power driven vessel(as lenghth)-two red light in vertical & one w light(less 9939263240 (3) This comment has not been rated. Please Rate :
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Q.66 ROR SITUATION - 4 WHITE LIGHTS IN A ROW CROSSING FROM PORT TO STBD OTHER V/L IS NO TAKING ACTION No comments for this Question. Q.67 ROR CARDS- NUC VESSEL No comments for this Question. Q.68 ROR CARDS- FISHING V/LS AT ANCHOR . No comments for this Question.
Q.69 ROR CARDS- AGROUND V/L No comments for this Question. Q.70 ROR CARDS FOR MINCLEARANCE VSL/PREFERED CHANNEL/F.V. No comments for this Question. Q.71 ROR Cards - South cardinal buoy light No comments for this Question. Q.72 ROR Cards - IALA Buoy Cards No comments for this Question. Q.73 ROR - Rule 8 No comments for this Question.
Q.74 ROR - Rule 6 ? No comments for this Question. Q.75 ROR - Rule 19(e) ? No comments for this Question.
Q.76 ROR - Rule 19(d) ? No comments for this Question.
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No comments for this Question. Q.81 river water echosounder is showing a depth of 10 metre,what is actual depth? 1
)
actual
depth
9.
if the echo sounder correctly callibrated for sea water it will show 3% higher than a depth sankarthesailor (19) This comment has not been rated. Please Rate :
Q.82 Range of light of mine clearance vsl., light of trawler ranges (annex 2 & rule 22) No comments for this Question. Q.83 QUOTE RULE- 6 ( STOPPING DISTANCE , TURNING ABILITY ??? ) No comments for this Question.
Q.84 QUOTE RULE- 5 ( WHAT DO YOU MEAN BY "Call other available means") 1 are
) radar
all /
ARPA,
other VHFs,
available binocs,addnl
m lookout,
satyensrawat (26) This comment has not been rated. Please Rate :
Q.85 QUOTE RULE- 19 No comments for this Question.
Q.86 quote rule no.19 colregs No comments for this Question. Q.87 PRINCIPLE OF A GYRO COMPASS. No comments for this Question.
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Q.88 Polaris sight calculation, ao, a1, a2 corrections. No comments for this Question.
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Q.91 Own P/D , CBD crossing from port side and stbd side ? No comments for this Question. Q.92 Orthomorphic Projection.? No comments for this Question.
Q.93 OCCULTING AND FLASHES AND ITS AREA OF USAGE No comments for this Question. Q.94 MOON`S BK ANGLE CALCULATION. No comments for this Question. Q.95 LRIT, what are uses of it to coastal state ? No comments for this Question.
Q.96 LRIT WORKING No comments for this Question.
Q.97 Lights for Sailing vessel at anchor ? Separtion/ Spacing between lights for the a lights? No comments for this Question. Q.98 Lateral mark & cardinal buoy cards.. No comments for this Question.
Q.99 Interval for conducting Emergency Steering Drill ? Checks to be done for Emerg Steering Drill? No comments for this Question. Q.100 INTENSITY CALCULATION OF LIGHT. No comments for this Question.
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Q.101 IMO RECCOMONDATION CRITERIA FOR PASSAGE PLANNING. 1
)
IMO
Resolution:A-893
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Q.103 IBS No comments for this Question. Q.104 IALA BUOYAGE DIRECTION No comments for this Question. Q.105 iala buoyage direction No comments for this Question.
Q.106 HOW WILL YOU FIND COMPASS ERROR (AMP , AZIMUTH, TRANSIT BEARING )WH IS THE MOST ACCURATE. 1
)
Most
Accurate
-Transit
Bea
JAHAJEE (3660) This comment has not been rated. Please Rate :
Q.107 how will you calculate tide? No comments for this Question.
Q.108 How will use use correctors for correcting.
1 ) Capt. Kumar wanted to coefficients and which rods cause them and what all u use correcting. JAHAJEE (3660) This comment has not been rated. Please Rate :
Q.109 HOW WILL U IDENTIFY WEST CARDINAL MARK AT NIGHT No comments for this Question. Q.110 How will u determine in which semicircle u r in NH ? up to vote on this title Sign No comments for this Question. Q.111 How to locate the centre of TRS
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No comments for this Question. Q.115 Heeling error and how to correct it ? No comments for this Question.
Q.116 GYRO PRINCIPLE..WHAT IS HORIZONTAL DIRECTIVE FORCE.. No comments for this Question. Q.117 GYRO COMPASS - MODEL,TYPE OF DAMPING AND ITS PROCEDURE USED ONBD No comments for this Question.
Q.118 GPS WORKING AND GDOP No comments for this Question.
Q.119 gps range calculation No comments for this Question. Q.120 GPS Errors No comments for this Question.
Q.121 Gaussien error and precaution ? No comments for this Question. Q.122 From annex 1 requirement of fwd . aft mast head lt. No comments for this Question.
Q.123 FACTOR IN CONSIDERATION IN VOYAGE PLANNING/PASAGE PLANNING. No comments for this Question. Q.124 ETA deployment and requirements as per what on ur last vessel ? No comments for this Question. Q.125 errors of gyrocompass? gyrocompass? No comments for this Question.
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Q.129 DIFFERENCE BETWEEN VERY QUICK AND QUICK FLASHES No comments for this Question. Q.130 DIFFERENCE BETWEEN OCEAN CURRENTS & TIDAL STREAM No comments for this Question.
Q.131 DEV CARD SHOWS 8degree W, YOU CALCULATE 10degree W, WHAT COULD BE CAUSE OF THE DIFFERENCE No comments for this Question.
Q.132 DESCRIBE SHIPS REPORTING SYSTEM No comments for this Question. Q.133 DESCRIBE OCEAN CURRENTS No comments for this Question.
Q.134 DESCRIBE A WRECK MARKING BUOY - DEFINITION-COLOUR-SHAPE-LIGHTS-INTER No comments for this Question.
Q.135 DESCRIBE A EAST CARDINAL MARK- DEFINITION-COLOUR-SHAPE-LIGHTS-INTERV No comments for this Question. Q.136 Define magnetic latitude? No comments for this Question.
Q.137 CURRENTS AND TIDES,INCLUDING WARM CURRENT AND COLD CURRENT W EXAMPLE AND ITS DIRECTIONS No comments for this Question. Q.138 Course, speed & Lat error in gyro. No comments for this Question. Q.139 CORRECTABLE ERRORS OF GYRO COMPASS.. No comments for this Question.
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5.Convection
Method to Find Times or Heights
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Weak
prevailing
wi
vmurugesan (45) This comment has not been rated. Please Rate :
Q.142 Characteristics & limitations of radar , what does it mean? No comments for this Question. Q.143 cardinal marks light timing No comments for this Question.
Q.144 BEHAVIOUR OF GYRO AT HIGH LATITUDE? No comments for this Question. Q.145 As a mate how will u ensure ETA requirement for bulk carriers. ? No comments for this Question. Q.146 ALL ABOUT BEACHING/GROUNDING AND GROUND TACKLE. No comments for this Question.
Q.147 ACTION TO AVOID A TRS. No comments for this Question. Q.148 action on seeing a aground vsl ahead. You are in a tss in English channel. No comments for this Question.
Q.149 ABOUT 8 BOUYAGE CARDS No comments for this Question. Q.150 ABOUT 15-20 ROR CARDS No comments for this Question.
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Q.151 A TANKER V/L AGROUND, SPECIFY ACTIONS AND IMPORTANCE FOR DAM STABILITY ACTIONS
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