1. Introduction
Over the past decades, South American countries, among others, have been trying to modernize their height systems based on physical definition of heights. Usually, the heights systems in these countries are characterized as normal or orthometric, which are assumed to be the best solution for a height system without gravimetric corrections. A height system consists of two components: a datum and the definition of heights above the datum. ^{Foroughi et al. (2017}) compared the two commonly used height systems, i.e. classical and normal, and showed that the classical height system, including geoid and orthometric heights has the best congruency among other systems and therefore it is recommended to use if physical heights are required. If geoid is used as the height datum, the most compatible physical height to this datum is rigorous orthometric heights. A simplified version of rigorous orthometric heights is Helmert’s orthometric heights which approximates the topography above geoid by a Bouguer shell and assumes the topography has mean density value everywhere. According to ^{Santos et al. (2006}) the five corrections applied to Helmet's orthometric height to get rigorous orthometric heights are complicated to compute and the required data are difficult to collect but recently Foroughi et al. (^{2018}) presented that the data required to compute these corrections are freely available nowadays and reported the advantages of the using rigorous orthometric height rather normal heights. The data required for correcting the Helmert’s to rigorous orthometric heights are the same used to calculate the gravimetric geoid model, in this way, the orthometric rigorous heights are more compatible with the geoid model, provided that the same corrections are applied from the same data.
According to the Brazilian Institute of Geography and Statistics (^{IBGE, 2011}), geoid is selected as height system and the only correction applied to the equipotential surfaces for the levelling networks were corrections for nonparallelism. The leveling data were observed, adjusted and corrected from the term applied to the topographic irregularities observed in Equation 1, which reduces the error caused by the nonparallelism of the equipotential surfaces. The parallelism correction is not required for levelling sights shorter than (~ 100 m) or for levelling sections shorter than (~ 3 km). At larger distances the equipotential surfaces are not parallel; the reason is that the Earth's mass distribution is not homogeneous (^{Freitas e Blitzkow, 1999}). This correction is performed due to the lack of gravimetric data available. The nonparallelism correction to spirit leveling reads (^{Pina et al. 2006}):
where: H_{m} is the mean height of the leveling section; 𝜑_{m} is the latitude of the section; Δ_{𝜑} represents the difference between the section latitudes; C_{1} and C_{2} are the coefficients of the normal gravity field, where the values are 0.0053023655 and 0.0000059, respectively.
The correction presented in Equation 1 results in the normalorthometric for the heights of the Brazilian HighPrecision Altimetric Network (RAAP  Rede Altimétrica de Alta Precisão). This type of height replaces the use of the real Earth potential (W), by using the normal potential (U). Thus, the geopotential numbers (C) are replaced by the numbers of normal potential (^{Filmer et al. 2010}). There are several definitions of normalorthometric heights which were discussed in Filmer et al. (^{2010}). They also investigated the differences between normalorthometric and normal heights for Australian network.
^{Tenzer et al, (2005}) derived the spatial formulas for corrections to the normal heights to calculate the rigorous orthometric height, corresponding corrections to the Helmert orthometric heights were derived in ^{Santos et al. (2006}). The differences between normal and Helmert’s orthometric heights have already been computed in some areas of the world, e.g. ^{Allister and Featherstone (2001}); ^{Kingdon et al. (2005}); ^{Odera and Fukuda (2015}); ^{Foroughi et al. (2015}); Tenzer et al. (^{2017}), and Foroughi and Tenzer (^{2017}).
In the present paper, the spatial method proposed by ^{Santos et al. (2006}) was used to compute the corrections to the Helmert orthometric heights of the GNSS/leveling points in the state of São Paulo and surrounding. Some of available spectral models were also employed for faster computation. We also analyzed the differences between the rigorous and Helmert’s orthometric heights with the normalorthometric heights of the Brazilian Geodetic System and there was a significant difference.
The height network of Brazil has been always readjusted, the latest adjustment was done in 2011 and from July 2018 a new readjustment was performed, using gravimetric data to improve the accuracy of the system. Now, the Brazilian geodetic system uses the normal height. The results of this study can be used to analyze the behavior of the network.
2. Theory Review
The quest for adequate representation of heights is not trivial and an appropriate setting of a vertical reference is essential for many applications (^{Vaníček et al. 2003}). Historically, for the definition of heights, various approximations of the mean value of gravity along the plumbline between geoid and Earth’s surface were used. Therefore, the modeling of the differences between these approximations is necessary to compute the differences in heights, although there may be in the future a univocal reference to the geopotential numbers (^{Ferreira et al. 2011}). According ^{Tenzer (2005}), the main problem of the rigorous definition of the orthometric height is the evaluation of the mean value of the Earth’s gravity acceleration along the plumbline within the topography. Figure 1 illustrates the differences between heights:
2.1 Geopotential Number
Height systems are still an ongoing discussion between geodesist, especially those involved with its determination and use. ^{Blitzkow et al. (2007}) argues that the concept of height is related to the boundary value problems of physical geodesy. Consequently, the concept cannot be considered only from the geometric point of view, but especially from a physical perspective. There is no direct geometric relationship between the result of leveling and the orthometric height (^{HofmannWellenhof; Moritz, 2006} Sec 4). The different heights used in geodetic sciences include: orthometric, normal, dynamic and recently, the rigorous orthometric height. These heights are a function of geopotential number (C). The geopotential number, defined as the difference between the potential on the geoid (W_{0}) and the potential at surface point (W_{p}), is determined from observed gravity and height difference between that point and mean sea level, realized at the surface of the Earth (^{Kingdon et al. 2005}; ^{Sánchez, 2013}). If the measurements of gravity are performed in conjunction with the leveling, we have (^{Freitas; Blitzkow, 1999}):
where: 𝛿_{𝑛} is the level difference between two points. If continuous points are observed between two points, then the sum can be replaced by an integral:
2.2 Helmert Orthometric Height
Several types of heights can be defined from the different definition of potential differences between two points and different definition of the integral mean gravity along the plumb line. The orthometric height (H^{º}) is mathematically defined by the geopotential number (C) divided by the mean gravity (𝑔_{m}) between the point of interest and the geoid (^{Kingdon et al. 2005}).
where
Equation 4 requires knowledge of the geopotential number and the mean acceleration of gravity along the plumbline. None of these are directly measurable, but there exists a relation between leveling differences ( Δ𝜐 𝐴𝐵 ) and the orthometric height differences (Δ𝐻). The difference of orthometric heights of two points is the same as the difference in geometric height (spirit leveling) plus a correction factor known as orthometric correction:
where: 𝑂𝐶 𝐴𝐵 is the orthometric correction, and presents the following form (^{Heiskanen; Moritz, 1967}, Eq. 433):
where: 𝑔 𝑖 is the gravity observed at the stations; 𝑔 𝐴 and 𝑔 𝐵 are the mean values of gravity along the plumbline in A and B; 𝛾 0 is an arbitrary constant, considered as the value of normal gravity for the latitude of 45°.
Helmert orthometric correction (like any other correction, such as dynamic or normal) is not a function of levelling section length but a function of what type of height one is interested in. Therefore, if one is interested in just levelled heights, no correction is necessary. If one is interested in Helmert orthometric heights, then orthometric correction needs to be applied. It is usually applied to the levelled section between bench marks, not to the intermediary setups. Within a 2 km section, the Helmert orthometric correction may vary between 0 to 1.4 mm (^{Heiskanen; Moritz, 1967}).
2.3 Normal Height
Molodensky [^{1945}; ^{1948}], suggested the use of normal heights to avoid the requirement of knowledge of topographical density inside the Earth. Normal height is an alternative to orthometric heights, describing the heights on a fictitious surface, the quasigeoid. The normal height (H^{N}) requires the use of a quantity known as height anomaly (( ). The height anomaly is defined as the distance along the normal plumbline between the quasigeoid and the reference ellipsoid, or, as the distance between the surface of the Earth and the Telluroid. These anomalous heights are also sometimes called “quasigeoid heights” (^{Vaníček et al. 2003}).
Equation 8 can be used iteratively to determine the Molodensky normal height (^{Heiskanen; Moritz, 1967}):
where: 𝛾 0 is the normal gravity on the reference ellipsoid and the coefficients 𝑎≈ H_{m} and 𝑏≈0.024 𝑥 10 3 𝑚𝐺𝑎𝑙/ 𝑘𝑚 2 .
According to ^{HofmannWellenhof and Moritz (2006}) assuming the gravity field of the Earth becomes normal, i.e., W = U, 𝑔= 𝛾, T = 0 (disturbing potential), the normal heights are defined as:
where: 𝐻 𝑁 is the normal height and 𝛾 is the normal gravity.
Equations 9 and 10 are identical to the orthometric height equation (Equation 4 and 5), but their meaning is completely different. The zero used is for the reference on the ellipsoid, thus, the normal height depends on the choice of the ellipsoid and of the geodetic datum. Normal gravity is an analytical function and its mean can be calculated without any observation. From the definition of the normal height 𝐻 𝑁 , it can be seen that it is the height of the ellipsoid where the normal gravity potential is equal to the real geopotential of the point of interest (^{Meyer et al. 2006}). Normal heights can be determined from the differences of geometric heights observed by differential leveling and applying gravimetric corrections. The correction term presents the same structure as the term described for the orthometric correction, i.e.:
where: 𝑁𝐶 𝐴𝐵 is the normal correction, 𝛾 𝐴 and 𝛾 𝐵 are the normal gravities of A and B, respectively.
2.4 NormalOrthometric Height
The correction presented in equation (1) links RAAP to a reference type known as normalorthometric. The normalorthometric heights, have the same characteristic of normal and orthometric heights usually comprised of a correction applied to the leveling observations. The general concept of normalorthometric heights is that the normal gravity potential (U) completely replaces the gravity field potential (W), with the geopotential numbers (C) replaced by normal potential numbers 𝐶 𝑁 (^{Filmer et al. 2010}).
where 𝑈 𝑃 is normal potential at the topographic surface and 𝑈 𝑁𝑂 is normal potential at the reference surface. The normal orthometric heights are calculated by equation 13.
Normal orthometric heights were planned as an approximation of 𝐻 𝑜 , in areas where observations of gravity are insufficient. There are numerous types of normalorthometric corrections, mentioned in ^{Bomford (1980}) as well as ^{Amos and Featherstone (2009}) and ^{Filmer et al. (2010}). The correction term presented in ^{Ferreira (2011}) is:
where 𝑓 is a constant relative to the normal "flatness of gravity"; 𝑅 is the mean earth radius; 𝐻 𝐴 𝑁𝑂 is the height for the starting point A; 𝜑 is the mean latitude between points A and B; α azimuth between points A and B; δs is the horizontal distance between points A and B.
2.5 Rigorous Determination of Orthometric Heights
Foroughi et al. [^{2017}, ^{2018}] showed that the rigorous orthometric heights can be determined using data sets freely available and with high accuracy. The corrections to convert the Helmert orthometric heights into rigorous orthometric heights are found in ^{Santos et al. (2006}) and Foroughi et al. (^{2017}); namely: the secondorder correction to normal gravity, the effects of Bouguer shell, terrain/roughness correction, variable topographic density correction and nontopographic correction (^{Tenzer et al.2005}; ^{Santos et al.2006}). The mean gravity given by equation 15 is more rigorous than the approximated value of Helmert’s definition. The difference is called correction to the mean value of Helmert 𝜀 𝑔 (Ω) (Equation 17). This correction can be applied to Helmert orthometric height with accuracy of less than one millimeter:
where: 𝐺 is Newton's gravitational constant, Ω represents the geocentric spherical coordinates (𝜙,𝜆), 𝑟 𝑡 Ω is the geocentric radius of the Earth, 𝑅 is the inner radius of the shell, 𝐻 𝑜 Ω is the orthometric height, 𝛿𝑔 𝑁𝑇 is the mean geoidgenerated gravity disturbance. 𝛿 𝑔 𝑁𝑇 𝑟 𝑡 ,Ω is the gravity generated by the masses within the geoid, 𝑔 𝑅 𝑇 Ω is the mean gravitation value generated by the roughness of the terrain, 𝑔 𝑅 𝑇 ( 𝑟 𝑡 , Ω) is the gravitation generated by the terrain roughness, 𝑔 𝛿 𝜌 ( 𝑟 𝑡 , Ω) is the effect on gravitation due to lateral mass and density variations within the topography regarding the reference value of 𝜌 0 = 2.670 kgm^{−3}, 𝜀 𝑔 Ω correction to Helmert’s mean gravity.
Equation 17represents the differences between mean gravity in Helmert’s definition and rigorous definition. This difference can be applied to Helmert orthometric heights to get rigorous orthometric heights (see, Eq. 4). Each of the terms in Eq. (17) is translated to the height correction and defined as follows (^{Tenzer et al. (2005}), ^{Santos et al. (2006}) and ^{Foroughi and Tenzer (2017}).
The correction due to considering the second approximation term of the normal gravity ( 𝜀 𝐻 𝛾 ) is:
The correction due to second term of Bouguer shell correction reads:
This is the more rigorous formulation for the sphericity of Bouguer shell, where 𝑟 and 𝐻 are along the same radial (i.e., 𝐻 𝑜 Ω = 𝑟 𝑡 , Ω− 𝑟 𝑔 , Ω ).
The third correction is for the geoidgenerated gravity disturbance. The correction to Helmert orthometric height due to the geoidgenerated gravity disturbance (notopography correction), comprising the mean value along the plumbline 𝛿𝑔 𝑁𝑇 (Ω) and the value in the surface of the Earth 𝛿 𝑔 𝑁𝑇 𝑟 𝑡 ,Ω is:
The mean NoTopography gravity disturbances in Eq. (20) may computed by (^{Santos et al.2006}):
where: 𝐾 represents the intermediate integration core of Kernel of the downward continuation.
In the second part of the equation 21, the notopography gravity anomaly on the geoid is required, thus the freeair anomaly correction is used to determine the notopography gravity anomaly and finally to determine the notopography gravity disturbance (geoid). This process is very accurate but also very demanding.
A second option, in which the process is also accurate but less demanding, is use of the Earth Gravitational Model (EGM). This option removes the effect of topography, thus providing the notopography gravity anomaly (geoid). For this the Equation 22 was used, obtained in ^{Tenzer et al. (2015}) and ^{Foroughi and Tenzer (2017}). To calculate the effect of topography (topographic surface, ice, lakes, sediments and earth crust) the spherical harmonic coefficients are used. The notopography potential disturbance ( 𝑇 𝑁𝑇 ) is defined on the topographic surface ( 𝑟 𝑡 , Ω), subtracting the topographic potential ( 𝑉 ?? ) to the potential disturbance (𝑇).
where: 𝑗 is the summation index of the density contrast layers in volumetric mass applied to describe the anomalous density distribution within the entire topography. Earth 2014 topographic model (^{Hirt and Rexer, 2015}) and EIGEN6C4 (^{Förste, et al.2014}) were employed to analyze the NTdisturbing potentials coefficients.
The Helmert orthometric height model neglects the effects of terrain/roughness, thus the correction to PoincaréPray model is:
A constant topographic mass density is assumed, in which the gravitational field of the terrain roughness term is not harmonic within the topography. Thus, it must be calculated from a model adopted from the topography’s shape (i.e., a DTM  Digital Terrain Model), combined with a constant of mass density.
The correction for the Helmert orthometric height using the information on the variation of lateral density of topographic masses, i.e., masses above the geoid, is determined using Equation 24:
The assessment of the geoid using GNSS/leveling points is more accurate after the conversion of the Helmert orthometric height to rigorous orthometric height. Finally, the complete equation for the correction to Helmert orthometric height (^{Santos et al. 2006} and ^{Foroughi et al. 2017}):
where: 𝜀 𝐻 𝑜 is the correction to Helmert orthometric heights to convert it to rigorous orthometric height (^{Tenzer et al. 2005}).
3. Methodology
The data were obtained from the Institute of Astronomy, Geophysics and Atmospheric Sciences of São Paulo University (IAG/USP). The study area is located between the latitudes 19° and 26° and longitudes 54° and 44°. It contains 155 points distributed throughout the state of São Paulo and neighboring states. These points belong to the RAAP, which is part of the Brazilian Geodetic System (SGB  Sistema Geodésico Brasileiro). The Brazilian geodetic system is compatible with the geodetic system used by the countries of South America, SIRGAS2000. Its realization is the regional densification of the International Terrestrial Reference Frame (ITRF) in Latin America and the Caribbean (^{SIRGAS, 2018}). GRS80 (Geodetic Reference System 1980), is the geodetic reference system, as established by the IAG (International Association of Geodesy) and it is considered identical to WGS84 (^{IBGE, 2015}). The topographical heights in the study area vary between 0 and 1200 meters and most of the control points are located in the São Paulo state where the topography inside the state is smooth. The available data of the control points contain: latitude, longitude, geodetic heights, normal height from leveling, ground gravity observations, and density model of topographic masses. Figure 2 shows the location of the points in the study area.
To calculate the geoidgenerated gravity disturbance the data required are: the topographic data ACE2 (Altimeter Corrected Elevations) with an extended strip border of 3° of the original area, (http://tethys.eaprs.cse.dmu.ac.uk/ACE2/shared/webdownload_5mins), the area is located between −26 ° and −19 ° in latitude and −56 ° and −41 ° in longitude. Figure 3 illustrates the topography and Figure 4 shows the result for the NoTopography gravity disturbances. The input data used for the correction of lateral density and terrain/roughness were the DTM (Digital Terrain Model) of 3”, 30” and 5’, and the global models of DDM (Digital Density model) of 30” for the state of São Paulo, Brazil (^{Foroughi et al. 2017}). Figure 5 (a) and (b) illustrate the DTM and DDM models, respectively.
The DDM model is required to calculate the lateral density variation correction to the Helmert orthometric heights, the DTM is required for the terrain/roughness correction.
The procedure was: first, the geopotential number was calculated by Equation 3 where the mean gravity was evaluated between the bench marks, in this way one could compute the normal heights ( 𝐻 𝑁 ) and Helmert’s orthometric height ( 𝐻 𝑂 ) and then apply the five corrections to the Helmert’s orthometric heights to obtained the rigorous orthometric height ( 𝐻 𝑅𝑂 ). Second, we compared the differences between the normalorthometric ( 𝐻 𝑁𝑂 ) and the Helmet's orthometric heights and the rigorous orthometric heights, to verify the impact of the corrections applied in the São Paulo state.
Third, we used the normalorthometric heights provided by institution (IBGE  Instituto Brasileiro de Geografia e Estatística) and we analyze its differences with Helmert’s and rigorous orthometric height. Finally, we analyze which of these two systems (NormalOrthometric or Rigorous Orthometric height) has the smallest difference with the Normal height.
4. Results and Discussion
The corrections were calculated separately (Equations 18, 19, 20, 23 and 24) and each equation contributed to the corrections. Table 1 shows that the first two corrections (secondorder for normal gravity and Bouguer shell) present very negligible and can be ignored, but they were used in this paper. These two corrections are directly related to the topography. ^{Santos et al.2006} and ^{Kingdon et al.2005} reported that for the largest mountain in the world, i.e. is 8.8 km, these corrections are of 𝜀 𝐻 𝛾 = 1.5 cm and 𝜀 𝐻 𝐵 = 1.6 cm. Therefore, these corrections can be ignored in some parts of the world. However, the most important corrections to obtain the rigorous orthometric height are the geoidgenerated gravity disturbance ( 𝜀 𝐻 𝑁𝑇 ), the terrain/roughnessgenerated gravity ( 𝜀 𝐻 𝑅 ) and the lateral variation of topographical mass density ( 𝜀 𝐻 𝛿 𝜌 ). Table 1 summarizes the statistics obtained for each correction. The results of each correction are presented in Figure 6, where the behavior of each correction in every point used can be verified.
Corrections for Orthometric height (mm) 





Total Correction 

Minimum 



10.695  17.099  27.795 
Maximum  0.000  0.000 

4.619  9.092  13.714 
Mean 



−1.313  −2.964  4.277 
Standard deviation (±) 



2.206  4.880  7.088 
The results of each correction show that 𝜀 𝐻 𝛾 and 𝜀 𝐻 𝐵 have similar and very small values, with maximum of 0, minimum −0.00031 mm, mean of −0.0007 mm and standard deviation of 0.0007 mm. The third correction ( 𝜀 𝐻 𝑁𝑇 ) presents the values of maximum, minimum, mean and standard deviation of 0.0034 mm, 0.0009 mm, 0.00054 mm and 0.0008 mm, respectively. The fourth correction ( 𝜀 𝐻 𝑅 ) presented maximum and minimum values of 4.6 mm and 10.6 mm and with mean and standard deviation values of −1.31 mm and 2.2 mm, respectively. The lateral density correction ( 𝜀 𝐻 𝛿 𝜌 ) is the largest correction, with the maximum value of 9.09 mm, minimum of 17.09 mm, mean of − 2.9 mm and standard deviation of 4.8 mm. According to ^{Albarici et al. (2017}), in a study conducted in the city of Campinas, São Paulo, the lateral density had major influence. However, the values presented were biggest for mean of 5.7 mm and smaller for standard deviation of 4.2 mm, with maximum and minimum values of 2.7 mm and 12.8 mm. Figure 6 illustrates the major corrections along the area used.
We can see in Figure 7 the relationship between the total correction applied to the heights and the elevation of the points. The methodology used to obtain the rigorous orthometric height, is somewhat related to the topography, i.e., the larger elevations the larger correction. Looking at Figure 7, the corrections at lower elevations, between 0 and 400 meters (coast of Brazil), are very small, having a maximum of approximately 6 millimeters. The corrections increase in the mountainous area having maximum correction values of ~ 10 and minimum of ~ 30 millimeters.
In order to identify and quantify the differences between the normalorthometric height ( 𝐻 𝑁𝑂 ) to Helmert’s orthometric heights ( 𝐻 𝑜 ) and rigorous orthometric height ( 𝐻 𝑅𝑂 ), the statistics are presented for these differences in Table 2. When analyzing Table 2, it is possible to observe the differences between the statistics ( 𝐻 𝑜 − 𝐻 𝑁𝑂 and 𝐻 𝑅𝑂 − 𝐻 𝑁𝑂 ). The differences have minimum and maximum values of 0.004 m and 0.01 m, respectively, and they have a limited impact on the corrected height. Nevertheless, when applying the corrections the value of the overall standarddeviation decreases.
Statistics  Min (m)  Max (m)  Mean (m)  Std (±) (m) 


−0.721  0.478  −0.320  0.197 

−0.725  0.468  −0.325  0.195 
Figure 8 shows the difference between the rigorously determined orthometric height and the normalorthometric height, the major differences (red scale) are in the mountainous region of the state of São Paulo and Paraná. The values for the study area is between 0.47 and 0.72 meters.
To better illustrate the differences on the heights system we compared the difference between the rigorous orthometric heights to Normal height and NormalOrthometric heights (component heights of the Brazilian Geodetic System until July 2018) to Normal heights. Figure 9 and 10 illustrate these differences, respectively, and Table 3 presents the statistical values.
Statistics  Min (m)  Max (m)  Mean (m)  Std (±) (m) 

NormalOrtometric (H^{NO})  0.491  1.244  0.376  0.183 
Rigorous Ortometric (H^{RO})  0.049  0.371  0.043  0.041 
4. Conclusion
Approximating the mean gravity along the plumbline (equation 15) is essential to determine the rigorous orthometric height and can be decomposed into five corrections: second order to normal gravity and Bouguer shell, geoidgenerated gravity disturbance (notopography), terraingenerated gravity and the lateral variation for the density of topographic masses. These five effects were calculated separately and each of them was used throughout the state of São Paulo (Figure 6). From this we can verify that the corrections varied according to the height variation (Figure 7). We determined a system for the rigorously determined orthometric height in 155 points throughout the São Paulo state. These control points also have normalorthometric heights and are already corrected for nonparallelism (Equation 1).
We compared the statistics obtained from each correction and the lateral density variation of topographic masses was the correction that contributed the most, followed by the terraingenerated gravity. This was expected since the characteristics of the terrain varied greatly, going from the coast to the interior of the state, for example. The third largest contribution was the geoidgenerated gravity. The secondorder to normal gravity and the Bouguer shell were the two corrections that contributed the least, however, they were not excluded from our study. In ^{Foroughi et al. 2017}, these corrections were excluded, but in ^{Santos et al. (2006}), they were computed. The reason for this is that these corrections are related to the heights of the points.
Based on the numerical tests for the state of São Paulo and adjacent states, we can conclude three distinct parts:
The first and most important is that the five calculated corrections should only be applied to Helmert's orthometric heights. The second and not less important is that the normalorthometric height system is not the most suitable for the state of São Paulo, the tests indicated a large difference between this system and the normal system (Table 3). The obtained values (Table 2) show the differences of the normalorthometric height to Helmert’s and rigorous orthometric height, it can be seen that the differences are not discrepant, because the corrections applied to the heights are also not large, having minimum values and maximum of ( 28 mm and ( 13 mm, respectively (Table 1).
Third, when analyzing the behavior between the Normal and Rigorous orthometric heights, it is verified that the values are smaller, which means to say that this new system of height calculated is more appropriate, since, according to ^{Ferreira et al. (2011}), the knowledge of the separation between the geoid and the quasigeoid with precision in the order of the centimeter, is essential for the realization of modern vertical reference networks. Thus, it is verified that rigorous orthometric height is the one that best behaves in the São Paulo state.
This study showed that to determine the rigorous orthometric height the terrain/roughness and the normal gravity are not the only effects to be considered, the additional effects from masses contained within the geoid and from the variations of mass density within the topographic surface are also important. These effects must be considered because the mean gravity value along the plumbline between the geoid and the surface of the Earth depends of these values. Finally, the objectives of calculating the corrections to the Helmert heights were met in this paper, verifying their behavior and quantifying the differences between rigorous orthometric height and the normalorthometric heights, as well as verifying the differences between both systems with normal height system.