(ALLEGEDLY
SPHEROIDAL)
EARTH
CALCULATOR V:
W/ MAXIMUM
TROPO[SPHERIC]
RADAR
OR
RADIO
FREQUENCY
(RF)
REFRACTION
Calculation of the (alleged) distance \(d_{n(K = 1.45)}\)1 (\(K=1.45\) meaning w/ maximum tropo[spheric] radar or radio frequency (RF) refraction) of a subject of observation (i.e., an aircraft or radio frequency transmitter) below the (alleged) spheroidal earth horizon—more specifically, (allegedly) below and normal to the radar’s or radio frequency transceiver’s (alleged) horizon line of sight.2
Nota Bene
As stated in the first three paragraph of our web page titled, Introduction to the (Allegedly Spheroidal) Earth Calculators:
The purpose of the (allegedly spheroidal) earth calculators is to demonstrate to readers carrying out and and analyzing measurable planar earth field observations in their own respective regions (or further abroad), the fallacy of the (allegedly spheroidal) earth and hence, the heliocentric paradigm. To that end, readers are encouraged to acquire high quality cameras and other optical equipment to document such observations. (Obviously, professional photographers, film makers, and surveyors will already have a plethora of equipment at their disposal.)
In the case of radar or radio freqency (RF) observations, e.g., radars or radio frequency tranceivers in contact with aircraft or radio frequency transmitters, the equipment involved typically operates in highly regulated, specialized circumstances, being outside the purview of most people. The exception to this of course, would be the licensed amateur radio operators, typically referred to as “hams” (a pejorative term stemming from nineteenth century telegraphy).
Readers are strongly advised to discuss such observations with people who have to work in safety critical, real-world industries or environments where errors are unacceptable; for example, those who work in civil enginering, aviation, shipping, and telecommunications. Discussions with others (including academics) adhering to the existing heliocentric paradigm but not otherwise responsible in the aforesaid safety-critical fields, however, are unlikely to be productive.
Such calculations are of paramount importance in REVEALING THE PLANAR LARGE-SCALE STRUCTURE OF THE EARTH’S SURFACE.
To determine whether the subject of observation is even (allegedly) over the (alleged) spheroidal earth horizon, it is necessary to calculate the (alleged) distance to the (alleged) spheroidal earth horizon. Both the (alleged) linear (i.e., line of sight) distance \(d_{h(K = 1.45)}\) and the (alleged and allegedly curvilinear) surface (i.e., geodesic) distance \(s_{h(K = 1.45)}\) are calculated, however, it is the (alleged and allegedly curvilinear) surface distance \(s_{h(K = 1.45)}\) that is operative in respect of calculating the (alleged) distance \(d_{n(K = 1.45)}\) of a subject of observation (allegedly) below and normal to the radar’s or radio frequency transceiver’s (alleged) horizon line of sight. Nevertheless, for the distances involved in practical field work, the calculated values for \(d_{h(K = 1.45)}\) and \(s_{h(K = 1.45)}\) are nearly the same as will be demonstrated in CALCULATION A below.
EQUATION A-1: \( d_{h(K)}\)
The (alleged) linear (i.e., line of sight) distance \(d_{h(K)}\) to the (alleged) spheroidal earth horizon is calculated using the following expression:
\[d_{h(K)}=\sqrt{2KR_1H_1+H_1^2}\]
where,
\(R_1\) is the (alleged) mean radius or Mean Radius of the Three Semi-axes (\(R_1\)) of the earth \(=6371008.7714\;\textrm{m}\),3 or (expressed in imperial units):\[R_1=\frac{6,371,008.7714 \textrm{ m}}{0.3048 \textrm{ m ft}^{-1}},\]
\(H_1\) is the orthometric height of the radar or radio frequency transceiver,4 and
\(K\) is the Effective Earth Radius Factor (EERF);5 if expressed in terms of the coefficient of tropo[spheric] refraction \(k\), then \[K=\frac{1}{1-k}.\]
EQUATION A-2: \( s_{h(K)}\)
The (alleged and allegedly curvilinear) surface (i.e., geodesic) distance \(s_{h(K)}\) to the (alleged) spheroidal earth horizon is calculated using the following expression:
\[s_{h(K)}=\]
\[KR_1 \textrm{cos}\,^{-1}\left(\frac{KR_1}{KR_1+H_1}\right)\textrm{rad}\,\]
CALCULATION A: \( d_{h(K=1.45)}\) and \(s_{h(K=1.45)}\)
ENTER the orthometric height H1 of the radar or radio frequency transceiver (in feet):
H1: feet(Note: The calculated results for dh(K = 1.45) and sh(K = 1.45) are expressed to eight decimal places to indicate the minor but actual differences in their respective values.)
dh(K = 1.45) =
sh(K = 1.45) =
EQUATION B: \( d_{n(K)}\)
Finally, the (alleged) distance \(d_{n(K)}\) (w/o tropo[spheric] refraction) of a subject of observation (i.e., an aircraft or radio frequency transmitter) below the (alleged) spheroidal earth horizon—more specifically, (allegedly) below and normal to the radar’s or radio frequency transceiver’s (alleged) horizon line of sight—is calculated using the following expression:6
\[d_{n(K)}=KR_1-{}\]\[ \bigg\{{(KR_1+H_2)\times \textrm{cos}\,\left[\left(\frac{s}{KR_1}\textrm{rad}\right)-\\\textrm{cos}\,^{-1}\left(\frac{KR_1} {KR_1+H_1}\right)\textrm{rad}\,\right]\bigg\}}\]
where,
\(s\) is the (allegedly curvilinear) distance of the mean sea level (MSL) or geodetic reference point for the radar or radio frequency transceiver from the mean sea level (MSL) or geodetic reference point for subject of observation, i.e., the aircraft or radio frequency transmitter, and
\(H_2\) is the orthometric height of the aircraft or radio frequency transmitter.
CALCULATION B: \( d_{n(K=1.45)}\)
ENTER the (allegedly curvilinear) distance s of the mean sea level (MSL) or geodetic reference point for the radar or radio frequency transceiver from the mean sea level (MSL) or geodetic reference point for the subject of observation i.e., the aircraft or radio frequency transmitter (in statute miles), provided that s is greater than the (alleged and allegedly curvilinear) distance sh(K=1.45) to the (alleged) spheroidal earth horizon (per CALCULATION A above).
s: statute milesENTER the orthometric height H1 of the radar or radio frequency transceiver (in feet), specifically, the same orthometric height H1 entered in CALCULATION A above:
H1: feetENTER the orthometric height H2 of the aircraft or radio frequency transmitter (in feet):
H2: feet(Note: The calculated result for dn(K = 1.45) is expressed to eight decimal places to indicate the minor but actual difference in calculating the component of H2 normal to the radar's or radio frequency transceiver's horizon line of sight.)
dn(K = 1.45) =
— FINIS —
A general depiction of the (alleged) distance \(d_{n(K)}\) (although not formally identified as \(d_{n(K)}\)) can be seen in Figure 1 on the (Allegedly Spheroidal) Earth Mensuration web page, represented as the line from \(P_{2}(φ_{2},λ_{2})\) (Mean sea level position of island, promontory, structure, or marine vessel) to \(P_{intersection}\) (Alleged intersection of line from mean sea level position of island, promontory, structure or marine vessel, normal to alleged line of sight ray of observer or optical instrument). Obviously, in the case of radar or radio frequency (RF) observations, \(P_{2}(φ_{2},λ_{2})\) is the mean sea level (MSL) or geodetic reference point for an aircraft or radio frequency transmitter with \(P_{intersection}\) being the alleged interesection of the line from \(P_{2}(φ_{2},λ_{2})\) normal to the alleged line of sight ray from the radar or radio frequency transceiver.↩️
Analyses and technical references in support of expressions for \(d_{n(K)}\), \(d_{h(K)}\), and \(s_{h(K)}\) are included on web pages listed under the CURVATURE and REFRACTION folders.↩️
National Geospatial-Intelligence Agency (NGA) Standardization Document (Office of Geomatics), Department of Defense World Geodetic System 1984: Its Definition and Relationships with Local Geodetic Systems (NGA.STND.0036_1.0.0_WGS84), Version 1.0.0, 2014-07-08, Table 3.5 WGS 84 Ellipsoid Derived Geometric Constants, page 3-9.↩️
For a description of orthometric (or geoidal) height, see our web page titled, (Allegedly Spheroidal) Earth Mensuration.↩️
For a derivation of the (alleged) Effective Earth Radius Factor \(K\), see Effective Earth Radii for Optical and Radar (or RF) Refraction in the Tropo[sphere]. The following \(K\) factors are used in this website: \(K=1\) (w/o tropo[spheric] refraction), \(K=7/6\) (w/ mean tropo[spheric] optical refraction), \(K=5/4\) (w/ maximum tropo[spheric] optical refraction), \(K=4/3\) (w/ mean tropo[spheric] radar or radio frequency refraction), and \(K=1.45\) (w/ maximum tropo[spheric] radar or radio frequency refraction).↩️
Non-mobile device users are advised that lengthy equations are expressed in smaller fonts over several lines for better readability on small screen mobile devices.↩️
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REVISION | 0 | 1 | 2 |
DATE | 2021-AUG-25 | 2023-MAR-16 | 2023-NOV-09 |