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# atm-interf
Interferometric atmospheric delay and altimetry correction in closed form. 

* get_atm_interf_gen: generic
* get_atm_interf_pol: using polynomial atmospheric model
* get_atm_interf_met: using in-situ meteorological data
* get_atm_interf_gpt: using GPT atmospheric model
* get_atm_interf_rtr: using raytracer atmospheric output

atm-interf-dev's People

Contributors

fgnievinski avatar

atm-interf-dev's Issues

elevation angle correction

early versions of the IEEE preprint included a derivation of the elevation angle correction $\delta e^*$, which accounted for both elevation angle bending $\delta e$ and the linear delay. it might be worthwhile to revisit that in a separate paper.

fix geometric delay

only the first term below is currently implemented
image
it's already implemented in drafts but not released yet.

compare nominal closed formulas to ray tracing

Originally posted by @fgnievinski in #1 (comment)

could you compare this nominal case to ray-tracing (for a horizontal surface and atmosphere), please?

you can reuse the scripts previously used here:
https://github.com/ufrgs-gnss-lab/atm-interf-rtr-dev/issues/3

here is the updated m library:
https://drive.google.com/file/d/1Gf6lLfnzvEMppD0XAAW_e_-UeeqDK1OW/view?usp=sharing
https://drive.google.com/file/d/1E6UQ14sHqTEVRH0KZBTNsS7plK6x5DYZ/view?usp=sharing

PS: refractivity for the nominal case should be taken from the RTR results.

uncertainty propagation

early versions of the IEEE preprint included a derivation of the propagation of uncertainty, from input $N$ and $\delta e$ ($\sigma_N$ and $\sigma_{\delta e}$), into output, $d$ and $\Delta H$ ($\sigma_d$ and $\sigma_{\Delta H}$). it might be worthwhile to revisit that in a separate paper.

evaluate impact of nominal elevation bending rate aid for general case:

after #2

m=500; e = linspace(10, 90, m)';
[dt0, ~, ~, Ht0] = get_atm_interf_met (e, H);
[dt1, ~, ~, Ht1] = get_atm_interf_met (e, H, [], [], [], [], struct('der_aided',true));

%fpk e [dt1, dt0, dt1-dt0]
fpk e [Ht1, Ht0, Ht1-Ht0]
fpk e [Ht1-Ht0]

image

image

image

image

the impact is sub-mm for H=10m and 500 points between 0<e<90deg; it should be worse for larger heights and fewer points.

compare nominal closed formulas to general case (with Bennet's bending)

the discrepancy here is mainly due to the differences in elevation bending and its rate of change:

Bennet:

        P = PaToMbar(P);
        T = KelvinToCelsius(T);
        num = (P - 80)./930;
        den = 1 + 8e-5.*(Rm + 39).*(T - 10);
        k = num./den;
        R = k.*Rm;  % Bennet (1982), p.258
        dkr = (num./den.^2).*(-1).*(0+8e-5.*(1+0).*(T-10));  % dk/de
        dRr = dkr.*Rm + k.*Rmr;  % dR/de
        de = R./60;
        der = dRr./60;

compare nominal closed formulas to general case (same elevation bending)

nominal:

    tmp = sqrt((1+N).^2 - cose.^2);
    dt = 2*H.*(tmp - sine);
    Ht = -der.*H;

general:

    dt = (1+N).*Dip - Di;
    Ht = H.*(1-(1+N).*cosep_cose.*(1+der));

using the same nominal elevation bending de:

    ep = acosd(cose./n);  % e': "refracted or apparent elevation", "e-prime"
    de = ep - e;  % de=e'-e: "elevation bending"

possibly also the same bending rate der:

    tmp = sqrt(n.^2 - cose.^2);
    epr = sine./tmp;  % de'/de: "e-prime-rate"
    der = epr - 1;  % dde/de=de'/de-de/de: "delta-e-rate"

either nominal analytical der as above or nominal numerical der, $\partial \delta e / \partial e$).

focus on total only

provide components only optionally:

  • geometric + along-path (or curvilinear)
  • linear + angular + mixed

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