Why does the 'energy line' in a real pipe flow always go downwards, even if the 'water surface line' goes up or stays flat?

The Energy Line (EL) represents the total mechanical energy per unit weight of fluid at any point in a flow system. It is the sum of the elevation head (z), the pressure head (P/γ), and the velocity head (V²/2g), where P is pressure, γ is the specific weight of the fluid, V is the average fluid velocity, and g is the acceleration due to gravity. The Hydraulic Grade Line (HGL) represents the sum of the elevation head and the pressure head (z + P/γ). Therefore, the Energy Line is always positioned above the Hydraulic Grade Line by the amount of the velocity head (EL = HGL + V²/2g). In an ideal, frictionless fluid flow, according to Bernoulli's principle, the total mechanical energy would remain constant, and the Energy Line would be flat. However, real pipe flow is not ideal; it always involves the effects of fluid viscosity and turbulence. These inherent fluid properties cause irreversible energy losses, converting a portion of the fluid's useful mechanical energy into non-recoverable thermal energy, which manifests as heat. This reduction in mechanical energy is quantified as head loss. There are two primary categories of head losses in real pipe flow. Firstly, friction losses, also known as major losses, occur due to the shear stress between the moving fluid and the stationary pipe wall, as well as internal shear stresses between adjacent fluid layers. This friction continuously resists the fluid's motion, dissipating energy throughout the pipe length. Secondly, minor losses occur at pipe fittings, valves, bends, expansions, contractions, and other components that disrupt the smooth flow path. These disruptions lead to flow separation, eddies, and increased turbulence, which similarly dissipate mechanical energy into heat over a relatively short distance. Because these energy losses are an unavoidable characteristic of real fluid flow and consistently act to reduce the total mechanical energy of the fluid as it flows downstream, the Energy Line must continuously slope downwards in the direction of flow. This downward slope directly represents the rate at which mechanical energy is being dissipated from the fluid system. While the Hydraulic Grade Line (HGL) or the actual water surface elevation in an open channel can, at times, appear to rise or stay flat (for example, if a pipe's diameter increases, causing velocity to decrease and pressure head to increase; or if a pipe slopes steeply upwards, converting kinetic or pressure energy into potential energy), these changes only reflect a redistribution of the remaining mechanical energy components. Even in such scenarios, the *totalmechanical energy represented by the Energy Line is still decreasing along the flow path due to the ongoing frictional and minor losses. The HGL does not account for the total energy dissipated. Therefore, the downward slope of the Energy Line is a fundamental and unavoidable consequence of the second law of thermodynamics applied to fluid flow, indicating the continuous and irreversible transformation of mechanical energy into thermal energy due to fluid resistance.