What the numbers refer to

A deflection is the slope of a mass

The site has computed the exact relation between a geoid slope and a deflection of the vertical — one arcsecond is 4.85 millimetres in a kilometre — and computed no deflection anywhere, because a deflection is the gradient of a geoid and the geoid is a citation. State a mass instead, and every quantity is a closed form: a salt dome five kilometres across bends the plumb line by 2.21 arcseconds.

The plumb line is not the normal computes the whole of the relation between a geoid slope and a deflection of the vertical. One arcsecond is the geoid rising 4.85 millimetres in a kilometre, and it displaces an astronomically observed position by 31 metres of ground. Both numbers are exact and neither is a deflection.

The essay said so at the time:

the plumb line is not the normal computes the exact relation between a geoid slope and a deflection — one arcsecond is 4.85 mm/km and 31 m of ground — and computes no deflection anywhere, because a deflection is the gradient of the geoid and the geoid is a citation under this collection’s own standing decision.

The way out is not to import a geoid model. It is to state a mass.

A mass, the geoid it raises, and the plumb lines that lean towards it. A sphere of 5 km radius buried 8 km down, denser than its surroundings by 500 kg per cubic metre — a salt dome, or an ore body. Its mass is 261.8 × 10¹² kg, and outside itself its field is a point mass's exactly, so everything above is a closed form. The geoid rises 22 centimetres over it, drawn at 20,000× the true slope; the plumb line leans by at most 2.21 arcseconds, and it does so 5.7 km to the side rather than above the body, because the deflection is the geoid's SLOPE and a slope is zero at a summit. That is the number this site has been able to relate and unable to compute since its practice phase.
Fig. 1 A sphere five kilometres in radius buried eight kilometres down, denser than its surroundings by 500 kg per cubic metre — a salt dome, or an ore body. Outside itself its field is a point mass’s exactly, so the geoid rise of 22 centimetres and the plumb-line deflection of 2.21 arcseconds are closed forms and not models. The plumb lines lean towards the mass, and they lean furthest 5.7 kilometres to the side of it rather than above it.

Why a mass is admissible where a geoid model is not

The site’s standing decision, taken in the scale phase and recorded in the vertical machinery, is that a published spherical-harmonic geoid model is a citation rather than a measurement: EGM2008 has a truncation degree, and the separation it reports at a point is partly a measurement of that choice, which a reader cannot disentangle.

A stated mass is different in kind. A sphere of this radius at this depth with this density contrast is an input with no provenance to hide, exactly as a cap of 30° radius is. Everything that follows from it is arithmetic:

T(s)=GΔMs2+d2T(s) = \frac{G\,\Delta M}{\sqrt{s^2 + d^2}}

the disturbing potential at horizontal distance s from a mass ΔM buried at depth d. Outside a uniform sphere the field is a point mass’s exactly — Newton’s theorem — so the expression covers a real geological body and not merely an idealisation of one.

From it, by differentiation and Bruns’ theorem:

  • the geoid rise is N = T/γ;
  • the deflection of the vertical is (1/γ)·∂T/∂s, which is an angle this site now computes rather than relates;
  • the gravity anomaly is −∂T/∂h.

Three quantities, one function, and two of its derivatives.

One body, three signals: a function and its two derivatives. The geoid rise, the deflection of the vertical and the gravity anomaly over the same buried sphere, each divided by its own peak so the shapes can be compared. They are not three measurements: the geoid is the disturbing potential over gravity, the deflection is its horizontal derivative and the anomaly its vertical one. So the deflection is exactly zero above the body — a slope is zero at a summit — and peaks 5.7 km away, at the depth over root two. The geoid's feature is 2.26 times wider than the gravity anomaly's, which is why a geoid map looks smooth beside a gravity map of the same ground and is a fact about 1/r rather than about the Earth.
Fig. 2 The three signals over the same body, each divided by its own peak so the shapes can be compared. The deflection is exactly zero above the mass — a slope is zero at a summit — and peaks 5.7 km away, at the depth over root two. The geoid’s feature is 2.26 times wider than the gravity anomaly’s, which is why a geoid map looks smooth beside a gravity map of the same ground.

The width ratio, which depends on nothing

The two half-widths have closed forms, and their ratio is the same for every mass at every depth:

N falls to half at s=3d=1.732d,Δg at s=22/31d=0.766d N \text{ falls to half at } s = \sqrt{3}\,d = 1.732\,d, \qquad \Delta g \text{ at } s = \sqrt{2^{2/3} - 1}\,d = 0.766\,d

so the geoid’s feature is √3 / 0.766 = 2.2599 times as wide as the gravity anomaly’s, for a body of any mass at any depth.

How wide each signal is, against how deep the body is. The half-width of the geoid bump and of the gravity anomaly over the same buried body, against its depth. Both are straight lines through the origin — √3 times the depth for the geoid and 0.766 times it for the anomaly — so the ratio between them is 2.2599 at every depth and for every mass, to the last digit the arithmetic carries. That is what makes the width of a feature a depth measurement: an anomaly ten kilometres wide has its source about 6.5 kilometres down, whatever it is made of.
Fig. 3 The two half-widths against the depth of the body: both straight lines through the origin, with slopes √3 and 0.766, and a ratio of 2.2599 at every depth to the last digit the arithmetic carries. That is what makes the width of a feature a depth measurement — an anomaly ten kilometres wide has its source about 6.5 kilometres down, whatever it is made of.

The mechanism is the exponent. The potential falls as 1/r, the vertical attraction as 1/r², so the second is more sharply peaked and its half-width is smaller. Everything about the shape of the surface signature is that one fact.

This is the origin of a rule of thumb that appears in every gravity-survey textbook — the half-width rule, that the depth to a source is about the anomaly’s half-width — and the constant here is that rule’s exact value for a sphere.

The deflection’s own width, which completes the set

Two of the three signals have half-widths in the section above and the third does not, which leaves the comparison incomplete in the direction that matters: the essay’s claim is that a deflection map is an edge-detected gravity map, and an edge detector’s output is sharper than its input rather than broader.

The deflection profile is s/(s² + d²)^(3/2). It is zero at the centre, peaks at d/√2, and falls to half its peak at 0.2047 d on the inside and 1.8964 d on the outside — so its full width at half maximum is 1.6917 d, which has no elementary closed form and is a root of a quartic.

Putting all three on the same footing, as full widths rather than half-widths:

signal full width at half maximum
geoid rise 3.4641 d
deflection 1.6917 d
gravity anomaly 1.5328 d

The deflection is a sharp feature: only ten per cent wider than the gravity anomaly and less than half the width of the geoid it is the slope of. That is the quantitative form of the essay’s description, and it is not the intuition a reader brings from the previous section, where the geoid was 2.26 times the gravity anomaly and the deflection sits between them in derivative order. Differentiating horizontally sharpens, and it sharpens nearly as much as differentiating vertically does.

The three shapes also settle which measurement locates a body best. The deflection’s peak sits at 0.7071 d and the gravity anomaly’s half-max at 0.7664 d — within eight per cent of each other, so the two depth estimates use nearly the same feature of the ground. What differs is what has to be measured. A peak position is a maximum and a half-width is a level, so the first needs no calibration and no knowledge of the far field, while the second needs the anomaly’s own amplitude, which needs a regional trend to have been removed first. The deflection therefore gives a depth from a purely geometric observation, and that is the practical argument for surveying deflections in a field where gravity is cheaper to measure.

How much rock an arcsecond takes

The relation the earlier essay computed says what an arcsecond is worth on the ground. This says what it costs in mass.

What an arcsecond of deflection costs, in rock. The radius a buried sphere of 500 kg per cubic metre density contrast, 8 km down, must have to bend a plumb line by each stated angle — and beside it what that angle is worth on the ground, which is the displacement between an astronomically observed latitude and a geodetic one. One arcsecond needs a body 3.84 km across and moves a star-sighted position by 31 metres. The scaling is the cube root, because the deflection follows the mass and the mass follows the volume: ten times the angle is only 2.15 times the radius.
Fig. 4 The radius a buried sphere of 500 kg per cubic metre density contrast, eight kilometres down, must have to bend a plumb line by each stated angle, with the ground displacement it produces beside it. One arcsecond needs a body 3.84 km across and moves a star-sighted position by 31 metres. The scaling is the cube root — ten times the angle is 2.15 times the radius — because the deflection follows the mass and the mass follows the volume.

Those are ordinary geological objects. A salt dome of that size is unremarkable; so is an ore body, a granite pluton or a sedimentary basin of the same mass deficit with the sign reversed. The measurement says that deflections of the order of an arcsecond are what the shallow crust produces routinely, which is exactly what surveyors find: deflections of a few arcseconds are typical, ten or twenty occur near mountains, and the record values are around a minute.

And an arcsecond is 31 metres of ground. That is the number that made the deflection a practical problem rather than a curiosity, because before satellite positioning a national network’s orientation came from astronomical observations at a few points, and each of those points had a deflection nobody could measure.

A deflection of 10 arcseconds, and what it hides. The ellipsoid normal and the plumb line at one point, with the geoid tilted against the ellipsoid by 10 arcseconds — drawn 3000× steeper than life, because at true scale the two lines are indistinguishable. The relation is exact and linear: an arcsecond of deflection is the geoid rising 4.85 millimetres in a kilometre, so 10 arcseconds is 48.5 millimetres per kilometre. A star sight measures the plumb line's direction, so astronomic latitude differs from geodetic by exactly this angle — 309 metres of ground, at a point where the coordinate itself is correct.
Fig. 5 The geometry the earlier essay drew: the ellipsoid normal and the plumb line, with the geoid tilted against the ellipsoid by ten arcseconds, exaggerated 3,000 times because at true scale the two lines are indistinguishable. Every number in that figure was a relation with the deflection as its input. The mass above is where the input comes from.

Why the deflection peaks off to one side

The figure puts the largest deflection 5.7 kilometres from a body buried 8 kilometres down, which is d/√2, and the position is worth deriving because it is the whole geometry of the thing in one line.

The deflection is proportional to s/(s² + d²)^{3/2}. At s = 0 it is zero by symmetry; far away it falls as 1/s²; so it has a maximum in between, and differentiating gives s = d/√2 exactly.

Two consequences follow immediately. A surveyor standing directly over an anomalous body sees no deflection from it at all — the mass pulls straight down, which is where the plumb line already points. And the largest deflections are found on the flanks of a feature, at a distance comparable with its depth, which is why deflection is an edge-finding measurement and gravity is a mass-finding one.

The same relation runs backwards: observing where a deflection peaks locates the depth of what causes it, without knowing the mass. That is the deflection’s version of the half-width rule, and it is sharper, because a peak position is easier to measure than a curve’s width.

One more consequence of the deflection’s shape is worth having, because it is what a survey planner needs rather than what an interpreter needs. The profile has a zero at the centre and a zero at infinity, so a deflection survey run over a body of unknown depth can miss it entirely by being either too tight or too coarse: stations within about a fifth of the depth of the centre see almost nothing, and so do stations beyond about twice it. The whole signal lives in a ring, and the ring’s inner and outer radii are 0.20 d and 1.90 d — a span of less than a decade in distance.

That is a narrow window compared with a gravity survey, whose signal is largest exactly where the deflection’s is zero and which therefore cannot be missed by standing in the wrong place. It is the price of the sharpening. An edge detector reports nothing in the interior of a region and nothing outside it, and a sparse survey over an unknown body is very likely to be sampling one or the other.

A gravity anomaly does not imply a deflection

The relation invites a wrong inference and the machinery is required to refuse it.

An anomalous mass shows up in gravity, so a place with a large gravity anomaly ought to have a large deflection. It need not. A laterally uniform sheet — the Bouguer slab, Δg = 2πGρt — produces a gravity anomaly of 112 milligal for a kilometre of ordinary crust and a deflection of exactly zero, because the plumb line is pulled equally in every horizontal direction and the horizontal components cancel.

Meanwhile the buried sphere above produces 27 milligal and 2.21 arcseconds. So a body with a quarter of the slab’s anomaly bends the plumb line measurably and the slab does not bend it at all.

The reason is that the deflection is a horizontal derivative. What produces one is not mass but the lateral variation of mass — which is the same statement as the width ratio above, and the reason a deflection map looks like an edge-detected version of a gravity map.

What the deflection does to a survey, and to a coordinate

Three effects, in increasing order of how easy they are to forget.

An astronomical latitude is not a geodetic one. A star sight measures the direction of the plumb line, so it returns astronomic latitude; a coordinate on an ellipsoid is referred to the ellipsoid’s normal. The difference is the meridian component of the deflection, and it is 31 metres per arcsecond on the ground. Every pre-satellite national network was oriented by such observations, so a deflection at the origin point is a rotation of the whole network.

A levelled height is referred to a surface that leans. Levelling follows the equipotential surface, and the equipotential surface’s normal is the plumb line, so a level’s line of sight is perpendicular to the plumb line rather than to the ellipsoid — which is one of the reasons a levelled height is not a distance.

A total station is plumbed. An instrument set up over a mark is levelled by its own bubble, which aligns it with the plumb line. Its vertical angles are therefore measured from the local vertical, and reducing them to a geodetic reference frame requires the deflection — which in practice is either ignored, because the effect on a short line is small, or taken from a geoid model.

A level surface 1000 metres up, from equator to pole. A quarter of a meridian, with the ellipsoid and one surface of constant potential drawn on it. The surface is 1000.0 metres above the ellipsoid at the equator and 994.7 at the pole: it converges by 5.28 metres, which is 5.28 parts per thousand — the gravity flattening f*, to within second-order terms. The separation is drawn 400× life size; the ellipsoid's own flattening is not exaggerated and is a quarter of a pixel at this scale.
Fig. 6 The surface all three effects are about: an equipotential drawn a kilometre above the ellipsoid at the equator, and closer to it at the pole, because gravity is stronger there and the same energy difference buys less height. The deflection is the angle between this surface’s normal and the ellipsoid’s — a local quantity produced by local mass, sitting on top of the global convergence this figure shows.

What was computed, and how

Newton’s constant is the only physical constant this file does not derive. Everything else — the mass from the radius and the density contrast, the potential, the two derivatives — follows from it and from the stated geometry.

The deflection is computed twice. Once as the analytic derivative of the potential, and once by differencing the geoid height numerically and passing the slope through the site’s own deflectionFromSlope, which has been in the vertical machinery since the practice phase and has never had a geoid to apply to. The two agree to 2 × 10⁻⁸ relative, which checks the new machinery against the old relation and the old relation against the new machinery.

The half-widths are measured by bisection on the profile and compared with the closed forms, which agree to the tolerance the bisection is run to.

The refusal is a zero mass. With no anomalous body stated, the expressions return exactly zero for the geoid rise and exactly zero for the deflection — because there is nothing there. A routine that returned a small non-zero deflection for no mass would be reporting its own arithmetic, and every number above would be that arithmetic plus a signal.

What this does not turn into a geoid

The essential limit is worth stating early rather than in the closing section, because it is the difference between this essay and a geodesy paper.

A real geoid is the sum of the fields of every mass anomaly in the Earth, and computing it means knowing the density everywhere — which nobody does. What is computed here is the field of one stated body, exactly, which gives the mechanism, the scaling laws and the sizes, and gives no deflection at any real place.

That is the same bargain the whole site makes with coastlines and datasets: compute the mechanism from a stated input, cite the number that needs a survey behind it, and never blur the two.

One level surface, 1000 m up at the equator, in two height systems. A single equipotential surface — the shape a body of water takes — with the number each height system gives it, all the way from the equator to the pole. The orthometric height, which is the distance up the plumb line and therefore a length, falls by 5.28 metres along it, because level surfaces converge polewards. The dynamic height, which is the geopotential number divided by one constant gravity value, is flat to 0.000 millimetres — it is the same number everywhere on the surface, and it is not a distance from anything.
Fig. 7 Why the surface matters at all, from the ladder’s own earlier rung: one equipotential surface with the number each height system gives it, from equator to pole. The orthometric height — a distance up the plumb line — falls by 5.28 metres along a surface that is by definition level. Every quantity in this essay is a statement about the shape of exactly such a surface, and the deflection is its slope relative to the ellipsoid.

Where the model stops

One body, spherical, in a half-space. A real anomaly has a shape, and the field of an irregular body differs from a sphere’s at distances comparable with its size. The point-mass expression is exact outside a sphere and approximate outside anything else, which is why the figures keep the observation point outside the body by construction and refuse a geometry where the sphere reaches the surface.

The surrounding Earth is flat and homogeneous. The expressions here are the flat-Earth forms, appropriate over the few tens of kilometres these features span. Over a region large enough for curvature to matter, the geoid’s own definition brings in the normal field, which the site computes but has not composed with this.

Terrain is not topography. A mountain is a mass above the reference surface rather than a density contrast below it, and its deflection has an extra term — the attraction of the visible terrain — which is what the classical deflection of the vertical computations spend most of their effort on. Nothing here computes one.

No real deflection anywhere. The essay computes what a stated mass does. Turning that into a deflection at a place needs the mass distribution under that place, which is a survey.

Isostasy is not modelled, and it dominates. A mountain range is not simply a mass above the reference surface: it floats on a root of lighter crust whose mass deficit largely cancels the topography’s excess, which is why Bouguer’s Chimborazo deflection came out several times smaller than the visible mountain predicted. Any calculation of a real deflection from topography alone is therefore wrong by a large factor and in a known direction, and the correction is a model of the compensation rather than a measurement of it.

Why a levelled height is not a distance. The correction between raw levelling and orthometric height, for lines at 200, 500, 1000, 2000 metres above the geoid running north from 50°. It is not instrument error: level surfaces converge towards the pole, so a run that stays on one of them gains height relative to another. A line 2000 metres up reaches 647 millimetres over 400 kilometres. The dashed line is 10 millimetres, which is about what a first-order levelling network closes to over that distance — so this is not a refinement, it is the larger of the two numbers.
Fig. 8 The practical scale to hold all of this against: the orthometric correction over a 400-kilometre levelling run, reaching 647 millimetres for a line 2,000 metres up, against the ten millimetres a first-order network closes to. The gravity field’s effects on heights are not refinements — they are larger than the observations’ own precision, which is why a levelling network needs the field and not merely the geometry.

All three of the widths above scale with the depth and with nothing else, which is what makes them a measurement of the source rather than of the survey. Nothing in them depends on the mass, the density contrast or the radius of the body, so a shape read off a profile is a depth and an amplitude read off the same profile is a mass — two independent readings from one curve.

Who found it, and when

Bruns’ theorem — that the geoid height is the disturbing potential over gravity — is from 1878, and it is the identity that makes the whole of physical geodesy a problem about one scalar function.

The deflection of the vertical is older as an observation than as a theory: Bouguer measured the attraction of Chimborazo in 1738 and found the plumb line deflected by far less than the mountain’s visible mass predicted, which is the first evidence of isostasy, though nobody called it that for a century. Maskelyne’s 1774 experiment on Schiehallion is the famous one — a deflection of about 11 arcseconds, used to weigh the Earth.

The half-width rule and the whole apparatus of interpreting anomaly widths as depths belong to twentieth-century exploration geophysics, where the buried sphere is the standard first model for exactly the reason it is used here: it is the shape whose field is a closed form.

Where the ladder goes next

The height ladder is now able to compute what it could previously only relate, and the last recorded gap in the datums field is closed.

What is left open is in a different field. The flexion ladder measures the second derivative of a projection at a point and over the whole sphere; it has never measured it over a region, which is the only unit anybody chooses a projection for. And the first thing that measurement finds is that one of the site’s own projections has no second derivative at all.

Named alongside this one

Essays reaching for the same objects. Nobody chose these; they are what the concept index makes visible.

What links here

Every essay whose body links to this one.

The objects this essay names

Each one links to every other essay that touches it.

Astronomic latitudeClosed formDeflection of the verticalEquipotentialGeoidGeopotential numberGradientGravity anomalyLevellingOrthometric heightSurface normalTolerance