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Tidal-Informed Path Loss Minimization for Stationary Nodes

No documento Real-Time Overwater Wireless Network Design (páginas 59-63)

Part I: Overwater Communication 27

4.2 Tidal-Informed Path Loss Minimization for Stationary Nodes

– resulting from the impact of tides on the link quality – becomes noticeable when at least one of the communication terminals does not keep a fixed height w.r.t. the water level. While prior methods have been proposed to counteract this detrimental issue [67;98], conventional studies have mostly focused on long-range communication, typically exhibiting propagation conditions different than those for short/medium-range communication scenarios; our main target.

In this chapter, we go beyond conventional studies by proposing methods to mitigate tidal fading in both S2S and S2V scenarios showing few or all the following characteristics:

1. Short/medium range distances. Long-range communication links (e.g. > 1km) often fall after the so-calledbreak pointdistance, i.e. the distance point at which (according to the 2-ray model) RF propagation offers a monotonically decreasing trend. The short/medium range region instead, offers a challenging non-linear behavior leading to deep fades (or nulls) which can be shifted or further aggravated by the influence of tides.

2. Low antenna-heights (Onshore). Typically, remotely-controlled marine robotics (S2V) and IoT environmental monitoring systems (S2S or S2V) rely on onshore stations that use antennas at a low height (e.g. 1m to 5m). This implies water level variations due to tides (e.g. 0.5m or 1.5m) can be in the order of magnitude of the antenna heights, which may lead to big shifts on the propagation conditions experienced between high tide and low tide.

3. Very low antenna-heights(On vessel). Small vessels such as AUVs or USVs often include external antennas of very low height (e.g. 17.5cm for an AUV [135]) with lengths compara-ble to the signal wavelength (e.g. 12.5cm for WiFi@2.4 GHz). Despite being often ignored, tides represent an extra challenge for this cm-level situation that may exacerbate existing propagation effects and/or lead to still unexplored propagation conditions.

In order to take into account these specific observations, we propose here a set of novel tidal-informed and two-ray-based link design strategies to improve communication in S2S and S2V scenarios, considering stationary (e.g. buoys) and/or mobile (e.g. ASVs) communication nodes.

Organization. The remainder of this Chapter is organized as follows. Section4.2formulates our antenna-height design problem for stationary nodes that minimizes tidal fading when taking into account the whole tidal cycle. Section4.3presents a method for short-term positioning of mobile nodes in order to minimize path losses at a specific point of the tide. Section4.4 offer extensive analytical results for the problem/solution in Section4.2, while Section4.5 present experimental results related to Section4.3. Section4.6provide concluding remarks.

4.2 Tidal-Informed Path Loss Minimization for Stationary Nodes 39

and/or controlled beforehand. We also assume knowledge of the tidal pattern or alternatively of thetidal range, defined as the difference between high tide and low tide magnitudes.

In both S2S and S2V scenarios, we rely on the validity of the well-known two-ray propagation model to describe the average large-scale fading dynamics of links deployed over tidal waters. In particular, for the purposes of problem formulation, we consider the following simplified version of the two-ray model in its average path loss form (in dB):

L2ray=−10 log10 λ2 (4πd)2

2 sin

2πhthr

λd

2!

(4.1) whereλ=c/f is the signal wavelength (withcthe speed of light and f the operating frequency), d is the link distance, andht andhr are the respective transmitter1 and receiver antenna heights measured with respect to the water surface.

In the following, we formulate an antenna height design problem for minimizing average path losses experienced by an S2S and an S2V link over the span of a tidal range. We consider both S2S and S2V scenarios separately, due to their different response to the impact of tides (see Fig.2.5).

We emphasize that although both S2S and S2V scenarios are assumed in line-of-sight (LoS), only the S2S link never modifies its direct (LoS) path w.r.t. shifts in the water level. The S2V scenario, instead, always suffer instantaneous variations on both direct and reflected paths due to tides.

4.2.1 Shore-to-Shore: Onshore Antenna-Height Design

Consider an S2S communication link as the one presented in Figure2.5(a) where the Tx and Rx antennas are static, installed at specific heights, namelyht andhr, respectively, measured w.r.t. to an average water level. Also, consider both Tx and Rx are separated by a horizontal (x-axis) link distance termedd. Then, assume a tidal pattern causing (discrete) variations on the average water level which influence both transmitter and receiver antenna-to-surface heights in±|∆k|meters.

By resorting to Eq.4.1, we can trivially incorporate the∆kinto the two-ray model as follows:

L2ray=−10 log10 λ2 (4πd)2

2 sin

2π(ht+∆k)(hr+∆k) λd

2!

(4.2) whereht andhrare nownominalantenna heights measured with respect to an average water level.

Then, we formulate the problem of finding the optimal (single) onshore antenna heighth= ht =hr2 that minimizes the average path losses experienced over all possible∆k values within a

1Note that when we consider the transmitter on one specific shore or the other, e.g., for the S2S scenario, or the transmitter on shore and the receiver at the surface node (or vice-versa), for the S2V scenario, is just an example. The two-ray model is symmetrical and the roles of the nodes can be switched without any impact on the analysis.

2While we have considered the case of having both Tx and Rx antennas with the same nominal height, the problem can be trivially adapted to the case in which one of the antenna heights is given while the other needs to be optimized.

given tidal range as follows:

minimize h

1 N

N

k=1

L2ray(d,h,∆k)

subject to ∆k∈[∆L,∆H],∀k∈[1,N], h∈[hmin,hmax]

(4.3)

whereN∈Nis the number of steps of the discretized tidal range where the optimization expression is evaluated;∆k is the (signed) value of thekthstep, valid within the respective low tide (∆L) and high tide (∆H) maximum deviations (w.r.t.h); and[hmin,hmax]is thehfeasibility region.

4.2.1.1 Onshore Antenna-Height Design with Two Antennas

We extend the previous method to incorporate a second3Rx antenna by assuming the first one is already positioned at the optimal antenna heighth, hereinafter, h1. We then choose the second antenna (h2) as the one providing the largest improvement w.r.t. the path loss attenuation obtained using onlyh1. To this purpose, we assume our antenna system is always capable of selecting as receiver the antenna (between the two) with the best signal signal quality. This reasoning implies the original objective function in (4.3) can now be modified to select as the second receiver antenna (height) the one experiencing theminimumpath loss attenuation at each∆kstep.

We formally express the described method for two antennas as follows:

minimize h2

1 N

N

k=1

min[Lh2ray1 (d,h1,∆k),Lh2ray2 (d,h2,∆k)]

subject to ∆k∈[∆L,∆H],∀k∈[1,N], h2∈[hmin2 ,hmax2 ]

(4.4)

whereLh2ray1 andLh2ray2 denote the corresponding path loss attenuation (in dB) forh1andh2when using Eq.4.2influenced by a specific water level variation∆k.

4.2.2 Shore-to-Vessel: Onshore Antenna-Height Design

Consider now a stationary node at the surface as the one Fig. 2.5(b) (e.g., a buoy or floating mooring node) that needs to communicate with an onshore station (e.g. a gateway or base station), either continuously or over a long period w.r.t. the tidal cycle, and thus it is affected by fading due to tides. Further, assume these nodes are separated by a Tx-Rx separationd.

In order to mitigate tidal fading, we make use of the method in (4.3) adapted to the S2V sce-nario. The adaptation is rather simple since only requires modifying the two-ray model expression

3A general expression that incorporatesndiversity antennas can be found in [5]. We do not include here this expres-sion for brevity reasons. The case ofn3 although useful for the overall system reliability (e.g., under unpredictable connectivity) might not be of further help when mitigating tidal fading, thus we do not further explore it here.

4.3 2-Ray-Based Positioning for Mobile Nodes 41

in Eq.4.2as follows:

L2ray=−10 log10 λ2 (4πd)2

2 sin

2π(ht+∆k)hr

λd

2!

(4.5) whereht is now the onshore antenna height andhrthe constant antenna height of the surface node.

Then, by using Eq. 4.5 into (4.3) we obtain the same method in (4.3) but now applicable for the S2V link scenario. Equivalently, the method provides an onshore antenna heighth=ht that minimizes average path loss in an S2V link scenario over a given tidal range, withhr given.

Without major modifications4we could also assumeht as given andhrto be determined.

4.3 2-Ray-Based Positioning for Mobile Nodes

Consider now a mobile surface node, e.g. either a USV or an AUV at the surface, that executes a mission in a given area and, at some point in time, needs to communicate intensively, in a short time interval, with an onshore base station, be it for data offloading or for acquiring new mission information. The problem consists of determining a convenient distance to shoredconv that will lead to sustained high received signal strength in a broad region so that the node can be driven to that distance and initiate communication reliably. Clearly, if the time span between the start and end of the mission is long enough to experience changes in the water level, the outputdconv will also take into account that fact, so the proposed positioning is assumed as aware of the tide.

By leveraging the validity of the two-ray model to describe RF overwater propagation in these conditions, we argue that a suitable region can be determined numerically as in Eq.4.6, from the local maximum after the last null (or deep fade) predicted by the two-ray model.

dconv=max(d):∂Pr(d)

∂d =0 (4.6)

wherePr is the average power received of the link according to the two-ray model (with tides), which for the sake of completeness we formally present as follows:

Pr= λ2 (4πd)2

2 sin2π(ht+∆k)hr

λd

2

PtGtGr (4.7)

wherePt is the Tx power, andGt andGrthe respective Tx and Rx antenna gains.

We then claim that a good region for communication with high quality would be betweendconv and 2∗dconvwhich although further away from the last null generally exhibits marginal attenuation w.rt. the maximum power atdconv; as was observed empirically.

4Another trivial modification is to switch the variable to be solved tod, i.e. to find a convenient position whenht

andhrare given. This adaptation can be found in [4], but it is not included here for brevity reasons.

No documento Real-Time Overwater Wireless Network Design (páginas 59-63)